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Home My WebLink About7158 Boxer Round Pl99 9 0 -ARIA4EAB 9 O M 12602 TELECOM MRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 :ALL WORK: GHALt_ r*()IMPLY W" PR.FAA-ILING CODES FLORIDA BUILDING CODE, NATIOPNIAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW. DAT HILL CITY OFZEP pLAN EXAMINER 0 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 IN EX OF DRAWINGS . rW=A BIM =1 a QDDE, )roam , / SM MWN l2M7) •A(J, IADCAL AND stAT6 c�oDas •DCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - CI DITERIOR FDiLSI{ - CLA33 B -BASIC RDID SPEED — Vutt=150 MPH Vesd=116 MPH • EXPOSURE — B -I-STORY RESIDENCE — •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ARV. A/C ADT AMP. BD. GL OAR. CLO cLR CONC. CPT. C.T. D. DBL. D.G. DU. DIM. DP. UP. OR DTL. D.W. EA. EQ. ELEV. EXH. EXT. F.GIFX. F.G. FIN. FLR FLUOR. FIGD1 GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. HDR HOT, OR HT INsuL. INT. ABOVE AIR CONDITIONING ,�°ABLE AMPERAGE BOARD CENTERLINE CABINET CLEAR cI.eAR CONCRETE CARPET CERAMICTILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DETAIL�� DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH OOTIN DOORTEMP. GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSEOTHERWISE HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C., MIN. M.T. MTD. ML. N.T.S. D.C. PL P.B. PH. PLT, PLYWD. PA P.T. R. MD. R.A.G. REF. O. S.C. S.D. S.H. SHT. SHTHG. SHWIL SIM. SL SE GL. STD. SWS THK. T.O.C. T.O.P. T. O.S. TYP. U.N.O. V.P. W. W/ WD. WOW. Wi; LAVATORY LUMINOUS „E° �°, BST MINIMUM METAL THRESHOLD MOUNTED METAL SCALE ON CENTER oxcENreR PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR RISER PRESSURE TREATED RISER RADIUS RETURNAIR OREl REFRIGERATOR ROOM SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TAB TYPICALYPICAL UNLESS NOTED VAPOR PROOF WASHER WITH WOOD WINDOW WATER WRHOINTERPRETATION IRON DATE DESCRtMON CD�6ISSUED ARCHITECTUR L SHEET DESCRIPTION OU" 2011 MC UPDATE PG Cl-COVER SHEET-,, PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS VVj" CO-S RE-188UED 04/IS/b FOOTING REVISION PER M. EsowEs 0:lt2/19 PLAN MAINTENANCE 030M REVISED LNTEL SIZE AT FRONT ENTRY DOOR ornln9 ADDED LED LKHTB • gTCFEN I3aTHRoorls PER MAW, t1WEs &'1/j'f/I•% ADDED STONE OPTION ELEVATIONS •C' N V 10RSAS ADDED OPT. 6 0 CEILING HEKaINT • 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) 774-6078 Fax: (407) 774-4078 S .FT. CALCA R LIVING I,Gl2 Ga FT. 432 8ca PT. ENTRY 38 SQ.Pr. LANAI 96 6a FT. TOTAL 2,238 SQ Fr. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN. PG S1.lA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S21A-DETAILS PG PG S3-FRAMING PLAN PG S3.1A—DETAILS PG S3.1H-DETAILS PG S3.1C-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING BET) ARE UNCLEAR AND IN ORDER RDEER TO BUILDFURTHERDETAILING GASSED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN FI R's IN WRTITBN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BARED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD� LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 P aUBDIV ds FAT. SILVERADO LOT #8 BLK. #17 PRO"=T* 04128.002-08171 MODEU 4EAB "1672-ARI9" GARAGE SWIMG: LEFT 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).AND IN CONJUNCTION WITH ASCE 7-10. 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 WAND 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. wE wows 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, ONSITE 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. 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 CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE 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, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1 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'A -INCH GYPSUM BOARD APPLIED 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 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 Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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 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." 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE WAND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMB913 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS 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 COVER N98 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 FINISFIEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7, FStE wESISTAWR 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 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB 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 /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. EXTERIOR CEILINGS 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) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdosigngmup.com IL AA 8: 0003325 A $ P �o BUBDIV. as LOT: SILVERADO LOT #8 BLK. #17 PROJECT 04128.001-08171 MODEIs 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B R12/03/19/4"=1'-0"N (2) 3052-SH EGRESS (2) 3052-SH -- o!ItttttUo la'tttttttttttttlio �o1�17tN,o la o'ao la -- 1, 19' AI I 17 1 1 � ollt�:J AIIIIttNL7 I i ® � o . . O w • �amm . s � ml ® - 6 �� Cr , Al ■ - - - ��i✓11 .® �, m� • ■- o DOLLARDAS, REa A • PER eLD& CODE ml .il POYER—' '. 1 0 IMP i - : - on - 1' i i m :my - mm I�,Itt111a: ollttl',o --------------------- olti 7lttttttlo olltiio oltlo Itttttttttttl t9F1lit9�IL11U SQ.FT. CAM'S LIvWj 1012 SQ. FT. GARAGE 432 SQ FT. ENTRY 38 SQ. FT. LANAI % 00. FT. TOTAL 2238 SQ. FT. ODLI'l WADOLADDNO110LOADS LAItC MID I>�oIIIE R7R a 8Eo01O OIAJIB 011113111011 ION 11 som NINE mIONVIDMD MARS MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING IS, 5 24/-31 DR MIN. CRITERIA 84D. MK 41 5 23/-29 CRITERIA 16010 O) ID. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG, CAT.=I1, EXP.-B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DOMIIOLDAIS OWN C TOP PLATE in BAR DETAIL A SCALE, 1/2'"I'-O' ARCH DTL. (,)ARCH I/2 " 1'-0' FLOOR PLAN SCALE, 1/4' - I'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETUR4 AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENINGS 15ETUEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS, NOT LE88 THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONETCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN El LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA A`: 0003325 14 qq � t6y aunDiv ae rroI': SILVERADO LOT #8 BLK. #17 PROJECT 04128.001-08171 WoDzu 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B CO DA 12/03/19 aCAL.E: 1/4"=i'-O" aIiEET Al HGT.o- — - — - — - — - — - — - — - — - 4' RAISED SAND OPT. COACH LIGHT —SWINGLE ROOF —FOAM DRAIN TILES �4' FRIEZE SAND SRG. W.T. 8'-S' BRi. HGT. DECORATIVE SHUTTER 4' RAISED �DAND ITYPJ T-- 0m IN. FLR. FRONT ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FDCR R103.4 OFF RIDGE VENT I�b BRG. HGT I 0'-0' FIN. FLR OFF RIDGE VENT II / OFF RIDGE VENT 6 AREAOFATTIC • 2235 SC, FT. NET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2235 ADD = 7.45 VENTILATION AREA X SQ. INCHES PER FT. (144) • 10/28 SQ. IN. MIN. REQUIRED VENTILATION - .5X im.8 IN UPPER PORTION OF ATTIC - 536.4 SQ.I N. OFF RIDGE VENTILATION AREA • 1155Q. IN. FERVENT 964 /115 TOTAL# OFVENTS REQUIRED 466435 TOTALNOF VENTS PROVIDED - 5 'AREA OE ATTIC IS THE PERIMITEH OFTHE HOUSE, LESSTHE OVERHANG IXTERIOROF WALLTO EXTERIOROF WALL, NOOVERHANGSINCUMED _ 8'-5' BR*. HGT. Bfr— W.T. ME NO ME I WFEW MINE LEIN REAR ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH -Y'-S' BRG. HGT. II 0'-0' FIN. FLR I I ------------------------------------------------- -0' FIN. FLR LEFT ELEVATION ELEVATION SCALE, 1/4 . V-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-S' BRG. HGT. a N --------------------------- ------------- RIGHT ELEVATION WALE. 1/4 . I'-0' TEXTURED FINISH �e�6� 7Y� DECO. DETAIL A SCALE. V2 • I' 0'-0 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 P 13 aa y� y6�I ~R d 7din SUBDM & LOT: SILVERADO LOT #8 BLK. #17 PltojzCT# 04128.0 2-08171 MODsIU 4EAB "1672— ARIA" GA AGE awixc: LEFT PAGE: ELEVATIONS "C" 150 MPH EXP. B DA�1'!c: 12/03/19 MICALffi: 1/4"=1'-0" 8*1Z= A2C ELECTRICAL. LEGEND SYMBOL DEFINITION NOTES -e DSV OUTLET 20 AMP SNM.E POLE IIOv OUTLET "IV CUTLET VM OF CYnAT YSOD TO MIIITCH SN IWV CURET SUPPED UOPNO MIL NMPTU R (TAMPER REMMANT TYPE) 220V OUTLET (u OPW COMECnm �•- III• "i7- OFl EXT. WATOW4000P Cunm *POUW PAL.T NIEREI•IER SWTCH SUITCM 3-•AY OPER 14 /uTCN 4-WAY OPER WALL MIOUN7w Law CEILNG LION•R © LED CL6 LIMIT ©Vp LED VAPOR PROOP LIGHT O VP VAPOR PROOF LOW ORIeQSSED CAN VENT. PAN I aM PER SQ PT. VENT. FAN eMLnNTr I aM PER ea n. V POTIIR rM•Ecr TND eY ® 2-SLLe WRAP AII010 l ) 2 r rNv 2• RAWPO CM 4' PLUCIOSCeR Q W--e•-tee-: II NTafm LOW PANEL db METER O S.D. --am orwrom ELwEaI1� r�1 1 w•i YYLL 1'IOIMED mall MOrd! smam DETECTOR wjmgI;EgEE ® SRO CAPOM PcrcmmNOR-OOWNCIRD SDREcrae MOKEn �� 04ALL BE A OIRANCE OF NOT LESS THEN 4' PRO" WALL PEIOANr LYNT lM� NATURAL 6" CUTLET ► TLLEFlCIC JACK ul VATOR NEATER ro�Eg,{IiYAe a� 110C.CO ONCOMRGT `E TELlNS O1 JACK CEL •CK TO m MPPORTED N O J-SOX ACCOIONCE WI SOX MAROO AS MUCH POR LFI6REM CEILNO PANLCHT M ON MPPORTED N ACOORDA KO LV SOX MAPNED AS MUCH POR �ma 24• NUNDRSOINT Low 011W NeAIaICINT LIGHT STRIP enn® 4V 04CANDROCOR LIGHT STRIP WLOOD LIGHT 0". sacUmm • PA PINK -BUTTON FOR 04POS, we PORT • LOCATION OF N JACKS 4 PHONE OUTLETS 4 PANS TO BE YEW~ a HOMSOulR PR-CONSTRJCTION MEET!"S. • ALL e 4 20 AMP BRANCH CRCURS TO Ee ARC FAULT PROTECTED FIRELECTRICAL PROVISIONS OP ED= rtH ®UTIEN r2en) 4 NL glen 2AM_ mITtO1 • 70 AMP OmICATm LAUNDRY CIRCUIT. • an . RLAND (Nar ON KITQNEN CIRCUIT) • C'maAS ER DISCONNECT TO SE LOCKOUT N PANEL • SATFROOT 0644JET PAN TO W VE MN. CAPACITY OF N CRT 1412MMITTINT MR ELECTRICAL PR)VIMONS OF SECTION Me013 PBOE A7u mUTror (ten) •. CALORY ROOM R[gPTAAXE MNALL TIE olsaND FAULT CIRNIT-Ntmtl%rn R PROTECTION FOR PERSONNEL ON PE DERS • MONO PlnWaO SNMLL R NCH METALLIC CABLE PER ELECTRICAL PROVIMONS OF Pea! ATu ED [ ND1 • ALL WORD To COMPLY AM ELECTRICAL PROVISIOPe OF THE POOR 6714 WO (mu 1y RCIO,, or DP. an 16! a LNYTeAS MtlT Y • ENE6lY SPYJ91T TYP! P!R R PAG ®SiY CON!lRV &M OEeYGENTIAL REWX OWN TES PRE-WRED CLG PAN \\ \1 HOOD WIRE W/ OUTLET FOR FUTURE MICRO.- S WI.C• \\) \\\ ^^ 0 JM 0 I 1 GFI ASR a AEa PER BLDG. Rl CODE METER FIELD VERIFY LOC. \ / GFI LI SWITCH IN / I I ADNET 1 e KITCHEN 1 \ tl ��-- II L GFI / I / I I I / I WALL MOUNTED % L*WT W/BWITCH IN / ATTIC / KEYLE66 FIXTURE GFI GLGs OUTLET OHD ------------------ I PRE -WIRED CEILING i I CLG PANG MTO. LIGHT I TO BE INSTALLED, PROVIDE I \ J J-DOX PORT OPT. PAN INC II II 1 1 I I I P.O. FOR GARAGE DOOR 1 1 ! it / II II II II / I i I \ 1 y.{ 1 1 : TRY ! -------------------�� OPT. � \ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' IRRIGATION OUTLET • 48' AFF. PRE -WIRED / CLG PAN GREAT ROOM 1 I BDRH.j ci, I F'I�-WIRED CLG PAN V/ \\ BDRM.92 -PD. FOR C• `\,' ,,� MIMES PRE -WIRED CLO PAN �a©�.!.'Ii�m E�m�--•moo®® I�O� Emil O© o ®00 0© m�a 0��w©m •��0 00 N BEAR fIEN E!•�L^�� r6�R1•fi11 o �� r��® wmw WI �� MEAN �=� M III, ENRON WORSE ��T mm�Kr-793 Al I I I � I I L I I I I ® I i � I I I I L I I � I I � I LED LIGHTING ® DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER I p.3- p-3' I I I I L I LED LIGHTING C� SINGLE LAV. e BATH 4 PROVIDE 3.2/0 CU. THLN t 1% CU N 2' CONDUIT OR 3 •4/0 AL, THM • 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) NOT TO SCALE. COMDNATION SERA 0 DIBGONNECT SWTCCD 12024 GENERAL NOTES: M ELECTRIC METER IN I PNASE A. ELECTRICAL MATERIAL6 AND INSTALLATIONS 614ALL NEMA 3R ENCLOSURE MLO COMPLY A714 ELECTRICAL PROVISIONS OF THE PBCR etM Fe'a'EL Epj'(1TT1� S2! ]1QY1 W . LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTa WARP M ALL CONDUCTORS SMALL BE TYPE TWWnMUN UNLESS NOTED OTHERWISE. POWER C0MPA TRANBFOR'IER GRADE PROVIDE 50 AMP, 00440 VOLT, 1 PHASE WCCNOARX- ELECTRICAL SERVICE. PROVIDE 3 •1 CAPPER (CU) N 1-1/2" DIA SCHEDULE SD PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) N 2" DIA SCHEDULE SD PVC CONDUIT UNLESS SERVICE 16 PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRC COMPANY PRIOR TO DID. TELVISION �RSERVICE I I I 188RvICE !ENTRANCE EQUIPMENT EQIPMENT INTERSYSTEM BONDING TERMNAL AT LOW VOLTAGE C0 NECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVI610N6 OF THE FBCR 6tH EDITIOIU r2mn). 5/8" DIA X 6 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 wwN.Ebdesigngroup.com AA X: 0003326 5 BvsDiv. as LOT: SILVERADO LOT #8 BLK. #17 PROJECT#N 04128.002-08171 MODEL "1674EAB2-ARIA" GARAGE OWWO: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B • e M a � 12/03/19 BCALE: 1/4"=1'-0" E14ML E1 II I II I II j I I I I I I j I r I — — II II N I r m I I O 0 II • il1 • I I I I in L----- I i I n UI II I __---- 9 % I III I I II II OND L ----J it I I I II II II � lV N N N 31'-3' m PLUMBING PLAN SCALE, 1/4 • I'-m' IJ I �KITEN slrCHW AUTO VN T 2' V.T.R 2. 2• �I IR' I I/2 I I/2 I j.-I I/2' 2' 2 �IpII I!!•--/-1-1jrl V2. I ,ur 7 r 4 I 2' V.TJtk 1I,2:> .r I �1 U2 I 2'1 I i TUB I LAv I PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 Pit 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003325 J a rz L � a y C etMDIV. & LOT: SILVERADO LOT #8 BLK. #17 PROJECT 04128.001-08171 MODErt 4EAB "1672-ARIA" GARAGE SUING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B r ARCFfTECTt r '�I DAR� 12/03/19 ECALE: 1/4"=1'-0" mHmmT P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL FSE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (20M) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL 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 (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SMALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/8MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH OW BOOSTER FAN OR EQUAL. FANTECH DBF IND DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUM y AIR RETURN W/ (2)-3/16'X2' TAPCONS WIT SIMP60N WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y SECURE STRAP t0 UNIT W/ (2) AIR HANDLER EXTERIOR WALL 4' CONCRETE SLAB "8Xi 1/4' $WT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT NOTE, MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG CODE SECTION 3012A HVAC DRAINS Em SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG SEE SPEC. i0 •: BRASS PLUG 1'-81X0' CONC. I LIM! FIN. GRADEOR EXTENSION TO OR PAVING R WASTE ASED FITTING OR EXTENSION TO SOIL 240-K UOSAM 560M OR WASTE AS INSIDE NICKEL BRASS TOP REQUIRED CAULK PTI/SPEC N OUT FLOOR SLAB CLEAN -OUT (TY� vEXT. GROUND CLEAN -OUT (T T� MECHANICAL PLAN SCALE: 1/4 " 1'-0' i44i N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 i J fi a 3 a 5 avaaty & LOT SILVERADO LOT #8 BLK. #17 PROJECT 04128.001-08171 MODEEa 4EAB "1672- ARIA" GARAGE 971117NC: LEFT PACE: MECHANICAL PLAN 150 MPH EXP. B D � 12/03/19 aCALE: 1/4"=l'-0" B*tmL M1 2X4 TOP PLATE R� 7 PRE -FAD TRM 1/2' CLG. 15 ARD 1/2' DRYWALL --- 7v)' SECURE ST. — PLATE TO SLAB W/ N9d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS 024' or_ GLAD NOTE: 5TUPO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN V O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (�i)TYP. INT. WALL (NON—BRG.) D 1 SCALE: 3/4'.I'-C' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905Jl ON Il' O.SD. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYP8IJI"I BOA OR I/2' HIGH STRENGTH GLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL li�fPER ELEVATION TYP. ON. R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING , STRIPS • 24. O.C. 8' cm 1/2' GYP. WL. WOOD BASE 0'-0' FIN. FLR a ti. 4. W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RG05.0 ON OU3D. 8HEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IFL' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 212 TO LESS THAN 412, A (1)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, s/4.r-o IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GRATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE Il, ASTM D 49*cJ TYPE IV, OR ASTM D 615"1 �t 2 GAS LINE THRU BLOCK .eu.e. w•.r-v a GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' FIBERGLASS 844IN4LES 2x BLOCKING BETWEEN TRUSSES OVER 30 FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERW ASS SHINGLES R905.IJ ON l' OJlD. OVER 30 FELT PAPER OR SHEATHING OR }' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE Rw5.1.1 ON J• 0AD. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. PRE-ENG WD. TRU88 TYP. MTL. DRIP EDGE O.H. O1-I. MTL. DRIP EDGE 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRU88 SEE ENERGY CODE FORME FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4J 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 • 24' O.C. 1/2' THICK 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BABE a, cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' Flt•L'L FLR _ J 0'-0' FIN. FLR d . °' ctMtJ a °a W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL D1 GCALE• 3/4'.r-m' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 S 13 Mill, 1 a� EJVHDm a LOT. SILVERADO LOT #8 BLK. #17 PROJmc 04128.00 —08171 UODS2i 4EAB "1672—ARIA" 0APtAQZ arruTO: LEFT PADS: DETAILS 150 MPH EXP. B DRMT AM: 12/03/19 BCA=: 1/4"=l'-0" akin ' D1 A -DOLTS 4' EMDEDI'EIT MN EvB1LY FROM FLOOR TO ❑��■its - u�mwul ®I SECIAE 2x4 2XS GARAGE DOOR DUOK (I) M) ® K'1m' A -DOLTS 4' IVIDEOMENT MN. W/ 2'W'NX Yl4SFlIY MO WT SPACED T FROM FLOOR TO GARAGE DOOR NOR. IN JONT6 F RIOR TO FILLING. I.2X6 PT BLOCK a CENTER OF DOOR HEADER W/(1)){'XO• J-80LT6 4' Er'BWFIENT W/ 2-)Q- ' WASHER AND NUT. 001N.,,N.. I IB MArtrACTU ERS INSTALLATION NSTRICTIONS YMERE SUCH 114TRICTI046 AIRE MOUE 6TRNGBR GARAGE DOOR 1 BUCK ATTACHMENT 2X4m SECURE TO BLOCK W/ �fr' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) e' CMU WITHIN V OF EACH END t :STRUCTURAL 2X RU VDRYWALL IV O.C. MAX SPACING. MUST BE OUTSIDE • I'X4' OR VX2' P.T. NAILER 2X6m SECURED THROUGH Ix4 P.T. OR %'X4' MIN. SECURE TO BLOCK WR-Vo' NCN-STRUCTURAL Y4' SECURE THRU FRAME t ❑ TAPCONS TAPCON MIN. I-Y4 EXTEND I-Y4 INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ )' TAPCONS MIN. HEAD SIZE 300 D, CMu (MIN. SHANK SIZE .145 MIN. EMBEDMENT I )4) DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. -X4. OR I'X2' P.T. NAILER WITHIN W OF EACH END t 2XS,m 18' O.C. MAX SPACING SECURE TO BLOCK W/2-2)(s' 76' OJ3J5. X 4' MIN. DOOR CASING TAPCONS (MIN. SHANK SIZE .145 DOOR CASNG LFATTACH DOOR JAMB OR WINDOW MM. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER TO 2X PER WITHIN 8' CF EACH END t MANUFACTURES DETAILS. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 l EMV BLACK OR DOOR JAMB TO WK +i-1%19" TO +3 4 +5 4 A C +1-35 6 SC N.T BGALE. N.T . 2X4:m SECURE TO BLOCK W/ i{s' TAPCONS OR (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END t IVOZ. MAX SPACING. 2X6:= SECURE TO BLOCK W/2-I)(6' TAPOONS(MIN. SHANK SIZE J45 MIN. BEAD SIZE 300 MIN.EMBEDMENT l Y4) WITHIN V OF EACH END t 8. cm 18' O.G. MAX SPACING. Jf' DRYWALL 2X&m 1'X4' OR 1'X2' P.T. NAILER SEGO BLOCK W/2-%' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 18' OTC. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED X) DOOR JAMB TO BLACK +1-1 2" Lai 1nND Tw TO BLOCK +1-1 " E, N.T.6. 2X4,m SECURE TO BLOCK W/ Wb- TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN V OP EACH END t NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WW2-%'. NON-STRUCTURAL W6' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8. CMU WITHIN 8. OF EACH END t K' DRYWALL IS' C.C. MAX SPACING. I'X4' OR VX2' P.T. NAILER 2X8m SEA�80 BLOCK WR-tl(r' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB W OR WINDO MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURED DETAILS. 18' O.C. MAX SPACING. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1 y inl 11LNDOlI :' SCALE, N.T.B. TO BLACK +2 1 4 2X4m SEGO BLOCK W/ I)(s' (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X D.C. MAX SPACING. MUST BE ON OUTSIDE t 2X618' SECURED THROUGH 6ECU NON-STRUCTURAL SECURE TO CLOCK W/2-A(s'TAPCON MIN. 1-Y4 (MIRTAPSWANK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cmu MIN. EMBEDMENT I Y49 DRYWALL WITHIN 6' OF EACH END 4 18' O.G. MAX SPACING. ❑ 'X4' OR I'X2' P.T. NAILER 2X8m SECURE I)(�' BLOCK UW-TAPCON STO DOOR CASINGS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTUNFES DETAILS. NOW@ Me/ M Nil tp RJf� JM! AFO M'JI oc�o4') DOOR JAMB TO BLACK +3' E E, ITT . 2X4m SECURE TO BLOCK W/'1(r' TAPOONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WW2-%' NON-STRUCTURAL V TAPCONWMM. SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') D, cm WITHIN 8' OF EACH END 4 J4• DRYWALL 18' Or- MAX SPACING. 2>0XW m a I - OR I-X2' P.T. NAILER SECURE TO BLOCK W/i-11(s' D 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO V O.C. MAX MIN. EMBEDMENT 1 Y4') OOR CASNG WITHIN 8. OF EACH END t DOOR JAMB OR WINDOW IW O,C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) � � DOOR JAMB TO BLACK +3" H r+ 1PDLDOU TO BLACK +3" ` E. N.T.S. 2X4m SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN V OF EACH END t MUST BE ON OUTSIDE t 18. O.C. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK M145 IN. HEAD SIZE 300 • CMu MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN V OF EACH END t 18' OZ. MAX 8PACMG. 'X4' OR DO' P.T. NAILER 2XSm ❑ SECURE TO BLOCK WA-V4' )6* OJMD. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DR OOCASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O,C. MAX SPACING. MANUFACTURES DETAILS. M MI m NICK TO FYM J"(Do my wcC jr) DOOR JAMB TO BLACK +3-7/15' G R TO BLACK + 7 16' E, N.T1i. 2X4a SECURE TO BLOCK W/Ys' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END t NOTE, STRUCTURAL 2X O MAX SPACING MUST ISE ON OUTSIDE t 2X bm SECURED THROUGH SECURE TO BLOCK WA-V4' NON-STRUCTURALT)4' ONS TAPCON MIN. I-Y4 (MRTAPSWANK SIZE J45 MIN. SWANK EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM WITHIN 8' OF EACH END t )1' DRYWALL 18' OZ. MAX SPACING. D I'X4' OR VX2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' P.T. X W MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) POOR JAMB OR WINDOW WITHIN V OF EACH END t TTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" r-v1 WWDOR TO BLACK +3 3/4" " E, N.T . 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com L AA #: 0003325 Y Lo ab i iL BUSDIV. As LOT: SILVERADO LOT #8 BLK. #17 PLiOJ)ECT 04128.002-08171 MODEL 4EAB "1672— ARIA" CARAOE swINO: LEFT PACE: DETAILS 150 MPH EXP. B STATEOF OR�A ROLMD A ABOUCHACRA AR NO 93M A DRINT A1'E.- 12/03/19 BCAXA: 1/4"=1'-0" aIiEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2027 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 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.FLORIDA8UILDING.ORG CONTROL DATE: 10/11/20,9 Me 1441 N. RONALD REAGAN BWD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003326 ZZ u1 • iU=IH. &a LOT. SILVERADO LOT #8 BLK. #17 PI40J�CT 04 28.00-08171 MODEM, 4EAB "1672- ARIA" OARAGM OVUM: LEFT PAO]& PRODUCT APPROVAL LISTING t.150 MPH EXP. B APPROVED OWLDM6 LLRAP SMALL BR LAPPED A MNIMIJM OF v • VERTICAL LAP%!ROLL f•.4• SELF-ADNOW& L M-ASNMG, (COMPATIBLE W NO" 6' ENDS) A S' • HORIZONTAL LAIS. UAtAP MATERIAL) OVER 4' ALL ew•m NEED To BE TAPED LATH VERTICAL LAP TO EIE R' APPROVED MOUSE YRAP. UATW FORTRBlR SMEATMMG, TAPE PLA04NI TO NXTE O ONTO Fete! I f / \ I. OR Lees PIP! '`' AF PRffOR'7ED cOPITIlCL .AIM i' rMIaG b COAT cEMeFrr RMTRATION ,, AAGWMM l-C40MP E UV • / \ PLASH MATERIAL)APr'ROYEDOVER FLAIIG,E OF CONTROL JOINTS r BE gXltlD TIED TO LATH • 8' \ 6ELF-ADHERING, MH'DIYAQ•R FLABMMG, OVER OG. MAX (VERY!. MOM, DO _ FASTEN L JOINT TO URB LAYER 4, PORTIFIBER BUILDING, PAPER / r rroL Lr •Hera. uTu \ �+ :: MOUSE YItAP. �`' ` _,_,: FLASMNOi TO EMEJD ONTO PIP! WALL EVEN P TUDS XISTS 1 BEYOND EXCEPT STAPLES WV MAY SIR LISEP TO TEJNP. APPROVED METAL LATH FASTENED!VERY! OG. MAX I" " eEQIRE CONTROL JOINT DURING, INSTALLATION {-- — — — — CUT AND OVERLAP CM SIM OF FABTEIERS TO BE SPACED 6Ttj .CUft uO YA!)lTER r 1 METAL LATH W MEMBRANEAPQMItM OUT MD OVERLAP ONE SICB OF • 1. O.C. MAX VERTICALLY '1 02 MG, MEMBRANE uL�Oo aIEArMar. UAtm LAYER 9. COAT CEMEMr STEP STEP FLAJSMM I STU=U~ I Ni••LMTMEIte 67u LAYER'4 67 .r ..• :,,,.. oa 2 .•.�... .'' ;.. •n PA T / METAL LATH LATEMP LAYER 1'OIlTlIOCR U� LAYER 7. FOR'TIFIBER/ dIILDMG, PAMR I UM LAYER 4, FORTINBER BWLDMG PAPER WA METAL LATH ._ / I Og,L�ic o S'Tb' SELF-ADNERMG, MEMBRANE FLAGHM OVER 4 A4• \ frl I INSTALL PASTENEIee (CLIPS, FLASHING, OVER APF4% VED LATH SMALL NOT WOOD SIEATMING, STRAPS, STAPLES) A8 HOUSE LLRM. BE eoMM Iam 6-Tow ME clo ••Tow I REdJiIQp To SECURE B.ASNNO TO EXTEND ONTO PIPE N CONTIaOL ' �I I PIPE/ UNRE TO PRATING, 4'TT4• SELF-AWERNG, MEMBRANE JOINTS BUT SMALL \ DE STCPFW AND FLAMING OVER HOUSE WRAP. TIED AT EACM SIDE. PER ASTM CIOSD PROVIDE 2X4 BLOCKING, r r�T uTTT L,u.• 4, OATS FLABHHING, TO EXTEND OMO MPE IJ614 PLACED PLAT MAX S' TO i' a L LAP \ \� NOTE,\ FASTENERS TO CONTROL JOINT FALLS ON •� STRUCTURAL STUD ( J jGiAEL.LA� `J SCALE. I IR'•I'-O' NEAD OF SEALANT bTT.gPPROVEp FOR LATH BE NAILS OR _ i I HOU66YAlgP AIR BARRIER OVER 2. UFO TES TOO BE (NO. IME) DO4'IS' WRE / SHL4NTRATG E BLOCKING, RE MAY BEM ADDIT TO UIp� \ LALL 8TID* RELLIRED PER PL.w / ,'. ELASTOMER IC C9ATNG OVER BTICCO) FS' FAIL IV, OL11t)LD NWIp•Pr.A ®IOLG OLPOLO tTawm Pf. A It Lr16aM • PT. a IL OEAM • Ff. c �hAwmma�4 OW ®M, WeRAP .&. MOM N• MLOY em"TTao, MOCHANCY-y FANN 4. OA P%W OL POLO NIAIO • Pr. A 1 OIYAM • Mr. a FOLD Q KICKOUT DETAIL Mom, 810E LAPS OP METAL r'LIbTER BABES SMALL BE amcIIRED TO FRAMMG, M e IDEIm, THEY SMALL ISE TIED 86TUIZIN aLl1.ORrs WTM 00416-M, (121-M'U WRE AT INTERVALS NOT MORE THAN I' (22S-M MA AS PER AST1 CI061 IAA FOR REPAIR OF TEARS IN VM LAYERS, TEARS MAY BE PATOLED WA10ME U:1LA1• TAPE PER MARP SPEC. OR PER A STICK ulom ane SMUT14M STUCCO : LANs SECTION PER SECTION MM 7 EAwW use of portlend cement pleaWr shell cornplv'Mtn the app a&. is regUremw of ASTM C 92612A Installation of ezWft kkWrg and treming shell rltlt ASTM C 706312A. ® L FOLn esuFo . Pr. A P $. WOOD SHEATHING OR CMU T. otAM.PT.a — WR5 LAYER 01, s oA1lAM•Pr.0 4. FOLD R. c PAR n. �. STUCCO WRAP (FRAME ONLY) THICK, 3 GOAT CEMENT PLASTER (FRAME), COAT CEMENT PLASTER (GAPME)) LEGEND °p METAL LATH (FRAME ONLY) ® LAP WR5 o TAPE OVER DRAINAGE PLANE (WR5 iWiaRTeNT ROOF/WA I 0 8 LAYER *1, STUCCO WRAP) M,Y. FOLD. 912 mat On. z 5'X5' 'L' TYPE CONTINUOUS WR5 LAYER *2 (FORTIFI5ER *PI(owA Up Z FLASHING (NAIL TO ROOF DECK NOT (NAILGALVT ROTALOF gUILD1NCx PAPER) R-J.Fo s a, R ovArm O 'A1RR fna11'a GILT) 'O WALL SHEATHING) teti CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X t'TlmumoLT) op INSTALL WITH ROOF CEMENT T�L�ww WOP 9r11 POT) .. STUCCO Tura OR cm XTeRow I ROOF CEMENT �IomaLLPLAN" a �I I �� PER ELEVATIONS WOOD SHEATHING Ot RAM (Me I otOC4 SELF-ADHESIVE FLASHING — — — — — — NOTE ` °" METAL LATH: LATH TO 5E PER SECTION erTALL I(117(OYT �I� Ri03.1.1 / ASTM C-841-09, MIN. 2.5 L55. LaNA 0NOW. PER SQ. YARD (UTILITY OR NOMINAL "L" LATH DOES NOT MEET SPECIFICATIONS) rJ FLASHING O N.TS. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL327W PH: 407-77445078 FAX 407-7744078 www.abdeslgngroup.com AA S: 0003326 � P o � it iR SILVERADO LOT #8 BLK #17 0 12a 002— 8171 HODmA 4EAB "1672— ARIA" GAnAGM SVV M: LEFT PAO= WALL ASSEMBLY DETAILS 150 MPH EXP. B BACKER ROD BACKER ROD INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE014' CAULKING • JOINT ALL AROUND PER SECTION R703.7 F_Iderlor lathing and plaetedna Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRD LAYER -1, , .... STUCCO WRAP II ' � � HOODED VENT t: y : i' THICK, 3 COAT CEMENT {, PLASTER METAL LATH WRS LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 1 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP I SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' — — — —) PIPE T WALL HROUGH 1 6' SELF ADHESIVE—, FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' (A),VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LO NICCii IV RCI.CIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I --ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEURAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA4 EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-F'ROVII SEALANT AT JOINTS AND INTERSECTIC WOOD CCNSTRICTICH v CM WOOD SHEATHING �—WRm LATER -1, STUCCO WRAP /—WLAYER 4, FORTIFIBER BRB UILDING PAPER ,�—FETAL LATH ,-T/a' TEMURED FINISH • WOOD FASTEN TO WOOD STItllCfl1RAL �MEMEER • T' O.C. MAX WEEP �D -WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S. WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF-ADHERINGto MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER P STEP #1 STEP 02 77qtl LAYER h, .1 1 STUCCO STUCCO WRAP STEP #3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® j�MEMBRANE FLASHING `WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYPICAL WALL SECTION) ;&METAL LATH STEP 05 STEP #(o @)ELECTRICAL RECEPTACLE r� 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWpgroup.com AA M: 0003325 Z A s3 Slit M C ty c a �e e sr,>s„> v' a: ��: SILVERADO LOT #8 BLK #17 412 00�-08171 MOD 4EAB "1672- ARIA" Gw1RAG! MWO: LEFT PAiGO WALL ASSEMBLY DETAILS 150 MPH EXP. B DATM 12/03/19 SCAM 1/4"=1'-0" slim= WA2 LEGEND DRAINAGE PLANE (WRB LAYER NI, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDINGs PAPER) METAL LATH x—x—x—x STUCCO L WOOD SHEATHING SELF-ADHESIVE FLASHING; - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING ® 1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigrkgroup.com AA •: 0003325 S IIN Itill aURDrV. r l oTs SILVERADO LOT #8 BLK. #17 PllOJ�CT*t 0412 .002-08171 HOD�ie 4EAB "1672-ARIA" GARAGZ BMWO: LEFT PADS WALL ASSEMBLY DETAILS 150 MPH EXP. B r AFICHrtrtcT.- I IDE9 C Po 0 12/03/19 OCAL1.°. 1/4"=1'-0" allow WA3 LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOOD CONSTRUCTION �— OE70 v WOOD SNEATM04 WEATFIER RESISTIVE D� MER A UZATHEI�RIH8IS'4 DARRIER XX I�L�AI' a1DM6 \ -APB 6' Amm rM-AGWW. 'o WEATa WR RESIST" STARTER STRIP / \� \\ BARRIER RRIESIBTWE 12 \ \ AW SELF-ADWERING � SHM \ = I GALV`D METAL aALVD METAL •r ILASMRIG 'Z' PLAGWM • W..• WOOD TRIM MEI m7ft \ $$ -A&M VI— I. X r• OPULAi[DRu�vMm'ISEOft APPROVED SEALANT s:eem2: SIDING TO STUCCO ® BLOCK TO FRAME � n � TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-774,6078 FAX- 407-7744078 www.abdoeigngroup.com AA 8: 0003325 gg 8 LL sL78DlV. 6 L01! SILVERADO LOT #8 BLK #17 PI"T 041 8.00 - 8 71 ]WD�Le 4EAB "1672-ARIA" GARA02 swam: LEFT PAO= WALL ASSEMBLY DETAILS 150 MPH EXP. B _.: 't._II R DAM 12/03/191 OCMM 1/4"=l'-0" sxsr WA4 go /------ -- -- - --.... / -Al' 2x6 SUB-BANb W/I'x4' NOTCH r - END, WRAPPED IN PEEL t STICK DRIP EDGE I\ ~ - -- - -- - . ' ✓ 1/8' TEXTURED I \ FINISH a WOOD I \ 1/2' TEXTURED I \\ \ / FINISH a CMU j \ \\ METAL FASCIA \ \ \ \ STUCCO, F ROM $' IFROM \ \\ la WOOD WALL \\ EXTERIOR WALL \\ (FRAME OR CMU) \ `N\ NOTE: NOTCH FOR 2X6 \\ �N SUB BAND ONLY ®ELEVAT1QN 1/8' TEMWED FINISFI • WOOD, IR' TEXTURED FINISH • CMU x METAL LATH x x x x x METAL PABCIA WRAP SHEATHING x x x x x x OR x x x x x x UR5 LAYER •I, I_ STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — URP! LAYER 4, FORTIFIEtER 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 CM U 2X6 SU6 RAND ROOFING 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 p ,\ NN— MEx OUT x x x x x x x x x x x x (REFERENCE POINT ONLY. FOR WALL OFF O I L fiNT�KJCK x _r SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) �'-00`\ \ DRIP EDGE, V OFF WALL VNOT INTO STUCCO) ®PLAN A -'l/V TEXTURED FINISH / WOOD, 1/2' TEXTURED / FINISH • CMU / _2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS V-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x SUB BAND DETAIL ® WALL W /KICK —OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a 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 Wl%'x4' NOTCH ! END, WRAPPED IN PEEL s STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 F ell oulmrv. as LOT: SILVERADO LOT #8 BLK. #17 PMAWT�► 04128.002-08 71 MOaIM. 4EAB "1672—ARIA" LEFT PAGO WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B D-ran" 12/03/19 =AIM 1/4"=1'-0" sli om dY A6 of FEXTEND SLAB 1 1/2" Y Y 3 FM-12X18 FM-12X12 4" CONC. i51 SLAB N I LL m o. a +-0 112 m I ' 2'-6'F-24X24 9'-6" D I ----- — FM-12X18 1 I I I I I � I. m TOP OF '? 1" PVC CHASE cxS• FOR ELEC. @ ISLAND I SLAB I °D LL 1 I Y I ,o m � I ' 1.1 ' 4"PVC EXTEND CHASE = SLAB 11 L TE-1 — — -'= 4" CONC. 5 1/2 SLAB i I g ' 5 I U 70 0,-0. 2'-4' 1A 4" I O d TOP OF 17'-8" Z-8" 18'-0" Y SLAB r M I� I I' I IU I Ig W Ith 1 2 O EXTEND- 11f2" --I ui SLAB FM-12X,8 io v I m --- 4sCiAONBC I �I 6" 3,," 6" I Io a I I LL I 31/2 1 *_ .4,771/2 FMC-12X18 FMC-12X18 FM-12X18 FM_12X18 — — — — — — 2M-12X12 — — L1 1 FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 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 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.GINDICATED #5 BAR, GINDICATES #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: Fm = 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 V-17 O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6,h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W 1.4xWI A OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-1208 12" CONTINUOUS 18" - (2)#68 FMC-12x18 12" CONTINUOUS 18" - 6 - VARIES F-24x24 24" 24" 12" s s - FM-12x12 12" CONTINUOUS 12" - (2)#Ve (-)0'-4" TE-1 8" SEE LAN 8" - s - '-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774.6 78 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 j iJ 4 atMD:v de LOT SILVERADO LOT #8 BIX #17 PROJI.CTlIp 04128,002-08171 UCDEia 4EAB "1672- ARIA" GARAGE awlNC: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B DAATZ 12/03/19 aCALE: 1/4"=1'-0" alarmT sl 30" MIN. EACH WAY — MONOLITHIC FOOTING }} . Z g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED r[� — 7 CELL SEE PLAN FOR SIZE AND d 0- CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS. e ,I e Ca SPACING REQUIREMENTS t w t� E w tb U GARAGE DOOR w RECESS U K I l�FM • w IL Q F ¢ ( 2 8" CMU WALL O 8" CMU WALL I .. CORNER BARS, SAME SIZE AS BAR I W W e' - Z m 1, IN FOUNDATION WITH 30" LEG EACH "'III w = y +- 0'-0" TOP OF SLAB +- 0'-0" TOP OF SLAB . d ,JI WAY AT ALL CHANGES IN DIRECTIONS I ... ^'I SO THAT THE STEEL REINF. IS CONTINUOUS -~v - -. I- MATCH AMOUNT OF CONTINUOUS BARS I �I. CURB FOR ° EXT. FOR SLAB a., SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (ISTORY) #3 18' � EXT. PORCH SLAB (-1 VA ARIES� SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER Ili �. I .� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY � UNITS SET 7Lp. AT ELEV: W/ V2" ISOLATION JOINT (WHERE 6" CHAMFER (2STORY) p4 Y,V' W/ i/2" IS, (1-STORY) �, 6" CHAMFER (2.STORY) W..NSITIONS 0'-0" APPLICABLE) Z SEE SCHEDULE � 30 JOINT (WHERE APPLICABLE) Z " EESCHEDULE °� ARE MADE FROM FOUNDATIONS HAVING 2 FOR WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Fr AND BAR QUANTITY 42` AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SDALE:34"''-0" 2 SCALE:34",'0" CORNER BARS DETAIL DOOR OPENING @GARAGE 3 4 SCALE: 314"=1'•0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' --�-� LAP TOP PLATE A MIN. OF 48. AND NACOMMON AND NAIL W/ COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4` O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN OF WALL PLAN LAP TO OCCUR OVER STUDAlr w o a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2-PART SPACING. SINGLE BTM. PLATE /2" 1/ASH BTM. PLATE TO BE PT. W/FLANGE @ BASE h S EPDXY, MIN. EMBED TO BE PT. PROVIDE DBL. TOP RSETWEDGIN IGHSTRCHOR WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE 8T, PLATE TO -� 8", LING g PLATE EPDXY 5-112" EMBED. MIN, 16" OC SLAB W/10d MASONRY 4 Q O FOLLOW ALL MANF. = USP SPTH4 OR SPTHB BTM MAX. NAIL ITO/C STAGGERED. M 0: SPECIFICATIONS FOR N Q AND TOP PLATE ANCHORS WI ADDITIONAL METAL SECURE FLANGE TO = 9 USE AND I H PREPARATION OF 10d x 1 12" COMMON NAILS CONNECTORS NOT REQUIRED WHEN NO SLAB X 21/4" HOLE. FILL ALL HOLES, DO NOT USE UPLIFT IS PRESENT. T. TAPCONS)'/4" W C 10d x 3" w W -1 goo SEE SLAB SCHEDULE SEE SLAB SCHEDULE Q + 0 0' a TOP OF SLAB �� .. J y +. p TOP OF SLAB ° 4" CHAMFER (I -STORY) - •; 6"CHAMFER(2-STORY) a.�� _ �_ ,�-. ._° •: .a° ° � s EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION .f INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 scALE:3/a=r-a' (W/ UPLIFT) SCALE:3l4"=1'-0" scALE:aIa"=r•a' (NO 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 WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB Nod MASONRY NAIL w i6" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT (A AV REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. ro 2 POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLABSEE SLAB SCHEDULE .2X WALL FRAMING HVGROUTED SEE SLAB SCHEDULE 1/2" DIA. USP 725OSD BOLTS 5" +- p'.p°MINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED"COLUMNPAD CELL, 4" FROM ENDS AND "I_�� ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° q ° POURED MONOLITHICALLY WITH * r FOUNDATION AND SLAB SEE SCHEDULE I° SEE SCHEDULE 3 FOR WXD, BAR SIZE / FOR WXD, BAR SIZE AND BAR QUANTITY A AND BAR QUANTITY �. COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO WOOD WALL ,,, FOOTING AND COL. PADBLOCK WALL CONNECTION &_,_�INKTERMIORFOUNDATION 3/4"=1'-0" (NO UPLIFT) :V SCALE: 3/4"=1'-0" 1 1 SCALE: 3/4"=1'-0" L44i N. RONALD REAGAN BL LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdoslgngroup•com AA N: 0003325 n SILVERADO LOT #8 BLK. #17 P1 oiw 0412 .002-08171 MODZU 4EAB "1672-ARIA" GARAGE awuva: LEFT PAGE: DETAILS 150 MPH EXP. B RENT -I I8n AB:: 12/03/19 CALE: 1/4"=1'-0" HEW S1.1A. DOWEL PLAN SCALE: 114" = T-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 wwwAbdosigngroup.com L AA M: 000332B gg J 0 9 9VHDIV. Ac LOT SILVERADO LOT #8 BLK. #17 PROJECTdt 04128.002-08171 MODEL: 4EAB "1672- ARIA" GARAGE 8MIIIJO: LEFT PAGIC: DOWEL PLAN 150 MPH EXP. B m 12/03/19/4"=V-0".2 TIE VERTICAL REBAR TO HORIZONTAL REBAR 'CAL HOOK GROUTED BOND BEAM VARIES PER ELE' Z � ,i ea Q CLEAN OUT REQUIRED Q FOR INSPECTION TIET/ERTICAL REBAR n TO HORIZONTAL - a.: REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z0: #3 18" #4 24" U #5 30" #6 36" #7 47 HORIZONTAU/VERTICAL � REINFORCING SCALE: 314"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING Z i Q �U � J z O o� n-- 0-0" 4, 1 1 1•' OA' C+TOP Of SLAB nTOP O"7-SEE SLAB SCHEDULE W a . •• BAR SIZE 48 BAR DIA. E > 4" CHAMFER (1-STORY) O 4 - / 8" CHAMFER (2- TORY) PEE 24"MATCH STEEL 30"REINFORCEMENT„PER SCHEDULE 6"PVC CHASE THRU FOOTING 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD,BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE:3/4 V— STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 a ti UDDIV. as w2l SILVERADO LOT #8 BLK. #17 PROJECT# 04128.002-08171 moDEL" 4EAB "1672-ARIA" GARwGE EKn C;: LEFT PAGE: DETAILS 150 MPH EXP. B DATE: 1G� VJ�1M BICAL E: 1/4"=1'-0" sitEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W! (9)10d x 1 lrr HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10)10d x 1 1/2• HDG NAILS, WOOD TO WOOD: USP RTI6A OR LUGT2 W! 1Od x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 Y-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE IPTION DF1CRI REMARK iO 1 (2) 2X8 BEAM SCHEDULE JINEM INDICATES OPENING BELOW I 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 (Psl) SIZE REINFORCEMENT STIRRUPS REMARKS. REMARKS BTM. TOP I MID SIZE SPACING BBt MASONRY 3000 Bx8 (,)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST 6 PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS a6�8a1a SAFE LOAD - POUNDS PER LINEAR FOOT 0 SAFPLF r'4—^ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH r"0e 4rua I etwa I e1'a0e I ws4w I w9-0_ er#ae TYPE LENGTH BUS 8F8 ROM TYPE LENGTH OWT mou M12,1T raw *-&IT away W10-IT raw18W.J evaar eF T 4raaT NMI-IT van 84' (/2') PRECAST 2131 3'4" M PRECAST 1026 1024 1N8 84' (4Z7 PRECAST Im WIN UN 4M MW 7001 ,m Will #N 4m $132 7M1 44• (46') PRECAST NIBS 44' (46� PRECAST 705 783 1300 4-0' (41M PRECAST tm a#e mol #fe an 4m tail aM 3 M 3814 me on 4'd (64') PRECAST I= 44' (6C) PRECAST 892 691 1073 44' (84') PRECAST ,WT ap DW MITI 4711 em 1701 Wa 9W am 4711 W9 Ba" (641 PRECAST 1217 F4' (649 PRECAST 411 411 745 se 04.) PRECAST idle am am 3m 4eW 1Ma Im In Wa am 4m 6'-10• (70') PRECAST 1062 F-10' (70') PRECAST 340 339 616 a-IW (70•) PRECAST ea auWW 4138 ® /w7 m0 an I awT I no 41# V4• (78') PRECAST 906 6'4' (76') PRECAST W7 721 490 8'4' (In PRECAST as. no WW1 wit. In 14W I tm 1 #W 1 9M 1 32M 1 3712 T4' Mn PRECAST 743 r4• 0*1 PRECAST 424 534 303 To pr PRECAST � 90°e m7 me Tn UN 11N 1 aaa 1 aae 1 mr 1 me Vi• (112') PRECAST 564 V-4• (I In PRECAST 32e 512 23o V4• (112') PRECAST eM nil , ,bn ,M Me7 Wo en m me lobe too lob mo ,O.6' (126) PRECAST 476 10'4' (726� PRECAST 284 101 16D 10'4' (123� PRECAST 600 m Me fne t4M mf e# ilea 1180 14n IT# Wee WN 11'd' (196') PRECAST 362 11'-4• (1367 PRECAST 230 462 164 11'1' (138) PRECAST IT4 sm m lo7 1A M ,m 4N eM ,an tm tMe" Mel 174' (7M7 PRECAST 937 Ir-T (144') PRECAST 2N 402 137 12'4r (1"') PRECAST � bee 7N ## 1 t 4m m m 1m 1 a#n 19'�4• (18n PRECAST 296 13'4 (160') PRECAST 217 324 110 +34• (160') PRECAST 414 ail mT 7M m I tm O 4WD 7W ,fa N /m 14'-0' (16n PRECAST 279 14'-0' (18e� PRECAST 206 193 100 ,4'4r (168� PRECAST aN m m 721 ilea ,m 410 4W to fm +em 14'4• (178') PRE8T16918ED N.R 144• (1761 PR TR58ID NR 284 91 W4• (17n PR IRMI 2n In aN m IN m m M. m , m 1 ffM ITN EMS 1" (184') PRE81� N.R. 1&4' (184) PRE N.R. 260 83 16'�4' (184') PRESTRE88E0 m III ail NO ete ev ilea an Mt /eel ,r4• (IOS) PRFSIREBBED N.R. ir4• (208') PRfiS RESSED N.0. 194 64 tr4' (2M PRENNOW 1n 1n m m 40 m xm 740 q Tw ,a, m 1473 194' (Z97) PRESTRMM N.R. Ir-f Mn PRE N.R. 148 52 1V-4 am PRE8TRE86ED In to m m m 40 447 m abT eN ea Ta 1#7 21'�4" (2 n PRESTRESSED R0. 21'•4 On PRElI REM N.R. 125 42 21'-4' (Wl PRESTRESSED 14a 20/ w m 4p m m 2210 (264') PRESIA688ED N.R 22'4' (I4") PRII N.R. 114 40 2ra R847 PRE 1a 1a/ TM m m m m Ma 4# m m m m wo 2P4r (n PRESTRESSED NA W-W Mn PRESTRESSED I R 91 33 W-W On PRESTRESSED iN ,f/ 1n m m ate W Nil 41e m 4W IN, m m 7W m 4a W eN 702 11W (#) 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 TARN FROM *SAFE LOAD TABLES' BY CASTCRETE MAY 2D16 NDR10N - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE MISTAIL EO PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 40F BEARING PAST EACH SIDE OF IMNDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIOWCASTE-CRETE DIVISION ACCEPTANCE M 160126.03 oo�omo�� Om�000m� 0m00000, ono ��0000m �mYmomoov m0�0�00 mm®OmQ'�p� 0�00000 ommoo�cr! 0�00DOD ommoo�c.�+ oom©moo ©omomov ©�mOm00 Di:.70YDYYY�Y®YO 00mmm®0 ��000�� YYO©©YDYYYVYYYVYYYv �m0m�00 0©00©0© YYD YYYv Yv YYYv YYYv YYY©YYYv YOD�YYO�©o� �m00mm ------ 8F16.1TlOMI—+------------8F18.1TlOMI——--------BF18.1 TlO— — --- e� GT SF16-1T/OM/OB D 4 � Y 'i Y s B Y Y Y A Y Y Y Y Y 3 Y a 9 S Y Y co 4 a mY Y § 3 Y 4 Y Y Y UNO, PROVIDE BB1 WHERE Y Y ROOF TRUSSES BEAR, TOP Y 1 4. OF WALL EL. 8'-8", UNO. Y It Y Y Y ( ( � Y L — — — — — J sF ' Y Y Y o � s � o- a 1 a%a ( Y Y �r � 8F8- Y le iT//OM/OB s"�•� ( Y D GT 3 fi Y �>R8 8F28.1T/OWOB t Y BF16-11T/OM/0B amm LIFT BEAM PLAN SCALE: 1/4" = V-0" 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003328 • i QQ L 1y � Wo mulwY:V. ail F40T: SILVERADO LOT #8 BLK #17 PROJECT 04128.001-08171 MODEL' 4EAB "1672-ARIA" GARAGE OWDIG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B rataea� ` 12/03/19 DATE: mcAum 1/4"=1'-0" axEET s2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK All 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"xB•' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM i#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. REINFORCING (1.2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST +#5 \-� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYRt6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND B8"xEAM ^ OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL OF THIE NNGI FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 9-1#5 / TOP EINFORC / A �, O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.B ry PQ�� 8xl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM '\O EACH COURSE '\r1G 8x8 BOND BEAM TOP OF W/ (1) #5 BAR BOND BEAM �y_ F=FILLED W/ GROUT I .�\a0 U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #SS, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 A8x8 PRE -CAST CONCRETE - mac Frey NOMINAL---1 6-1 T/ 1 / LINTEL W/ (1) #5 BAR (L2) P� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 0 OPENING-2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE; 3l4"=1'-0" THAT XFXX-1T/1MIOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER AND XFXX-1TIOM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T p OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PINjAD DBL. BOND BEAM SHANK SIZE.145 MIN H AT LOWER ELEVATION WINDOW 00 MIN EMBEDMENT I 1S/4) 83 FROM EACH EN 18" O.C. MAX. MIN 1-V4 #5 BAR BENT AS SHOWN EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 T OR DRIVE PIN (MIN SHA PRE-CAST -'a i' SIZE.145 MIN HEAD SIZ WINDOW MIN EMBEDMENT 1 1/4" 7p, 1S SILL g FROM EACH END AND SLOPE O.C. MAX. MIN 1-1/4" ;7116" EMBEDMENT OPEN FACE SHELL SO -2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PINBAR AS TO ALLOW BENT SHANK SIZE.145 MIN HUPPER TO BE PLACED IN AND LOWER 00 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BEAM #5 MIN. REQUIRED IN 1S/4-) 83 ROM EACH ENBOND TO SHEATHING W/ EACH CELL HOOKED IN 18'• O.C. MAX. MIN 1-1/4SECURE MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMUWALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 4 C `� SCALE: 3/4"=1'-0" SCALE:11/2"=1'-0" SCALE: 374"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #5 CORNER A I BAR, 30x30 TURNED UP FIIL TURNED DOWN INTO OF BEF. FED CELL BOND.AM II I it I�Bx8 II PIER W/ SINGLE OR DOUBLE REINF. 0AR(S), PROVIDE #5 BAR SEE PLAN. I) / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngroup.com AA #: 0003325 ., ' BUDDIV. a X.07cl SILVERADO LOT #8 BLK #17 PROJECT# 04128.002-08171 MODEU 4EAB "1672-ARIA" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B PRV;T DATE, 12/03/ 99 BCALE: 1/4"=1'-0" MEET 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 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 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 2A 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, .ITT" ° 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 W/ UPLIFT IN EXCESS OF 2,600 LEIS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 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) "4 COMMON M ' NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO �✓� v BRACE TOP OF WAIL. �'A CA N EJ7 -- --�— u-- 0 CJ1 N � I S, CJ3 x n u a a u u u N xN An II �n I "fix y{ n a CJ3 r N N N ATTACH 4'-0"LdNG 2x SCAB TO q I 1 CJ5 a p N N TRUSS W/ 10d NAILS 0 6" O.C. x I I x u CJ5 1A (4" FROM EA. END) I I +I , 1A GT i1617 ....e .. m.....a®so.. . a e.......... m y,A - tee �R m ----veer---- s—eeeeeea---a®e—a—e a PREFABRIO- ROOF e-----e TRUSSES ® 2P' O.C. MAX Q am�a�es�as=ssess�ssss=e� m�esms�e>z�ssssssasas®sssex Al ............ e. .—e—.s_.—.>_.—e—. 1A 3J ee�e�s�v>_e w.—a—. •—e—e—a—.—•—.—• A2 e�ee� 22"x�.�.��.�.e —.m�m—mm�.—.—.—. " I ATTIC I ssasm.l ACCESS e� A6 .®._.a®. ®.tea®a ® 1A A7 1A ABG GT — — V 1A An wCJ3 x x .NIf 0EJ71A CJ1 N s.� ®see:.®. 1A C1GE a + FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL.32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003326 04 a >9LTHDIV. As LOT SILVERADO LOT #8 BLK. #17 PROJL'CT* 04128.002-08171 MODEU 4EAB "1672-ARIA" GARAGE SUING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B DA 12/03/19 MCA=: 1/4"=1'-0" ez1IMET s3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 10 TO TRUSS EA STRAP. FL#17680 OSL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. tx2 SECURED WI10d GALV. COMMON NAILS 12"OIC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT =Ud870 LBS, L:71 OLBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:131 OLBS (2 STRAPS) �� TYPICAL TRUSS/ is i" GIRDER CONNECTORS) _ ° OUTER 1/3 OF SPAN ONLY STM.- PLATE DEPTH 114'0 —HOLE EDGE >60' -HOLE DIAMETER 2/5"D SGL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER < 3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=7'-0" ENGINEERED WOOD TRU Q 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR WITH (9) tOd x 1 1/2" NAILS TO TRUSS EA. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 PLYWOOD SHEATHING, SEE 'ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED WI 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. B1� (A) USP LUGT2 WI "x3" POWERS 1jyJ� WEDGE BOLTS (16)16 )16 GALV, NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (8) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x8" WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED tx2 SECURED W/ 10d 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:3980 LBS, 1_:1785 LEIS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, 1_:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S)SCALE' # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101Od TO TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 9 SCALE: 3/4"=l'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS(DIAG. BRACE TOft(2)10d. X-BRACING IS PRESENT AT COVER 5 TRUSSES)4'-0' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) -W BRACESEAMS) 30'-1" TO 69-0 (3)'OC BRACESECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTERTO BLK W/ 1/2" DIA. (2)'X' BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6" SEE ARCHITECTURALMIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED W/ s @ EACH TRUSS TO BE INSTALLED 10'-W O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 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 (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTISA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0" 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdosigngroup.00m AA #: 0003325 eUDDIV. a# IAT: SILVERADO LOT #8 BLK #17 PltojmcT 04128.002-08171 MODRU 4EAB %672-ARIA" GAltAOZ 811MC : LEFT PAGE: DETAILS 150 MPH EXP. B DRINT -4 ATTO 12/03/19 aCALE: 1/4"=1'-0" a*== S3.1Ali PRE-ENG GABLE TRUSS —� 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) G 24" O.C. NOT SHOWN FOR CLARITY) MAX Q FOR STRAPPING Q VERIFY SECURE 2x8 PT. PLATE TO BLK Wl TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W12" WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O,C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 01U-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX 407-7744079 www.abdoslgngroup•com L AA B: 0003325 ev9DiV. as LOT SILVERADO LOT #8 BLK. #17 PROJECT 04128.00 -08171 MoDzu 4EAB "1672-ARIA" awRwOE 8WING: LEFJEXPP.B PAOR: DETA 150 MPH D M 12/03/19 scA=: 1/4"=1'-0" a S3.1B (2) 2X4 No.2 SYP DIAL 2x6 OUTLOOKER ® 24" O.C. BRACE W/ (3)12d 0 EA. SECURED W/ USP RT1 SA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE \ "ROOF/WALUFLOOR SHEATHING \ FASTENER SCHEDULE" \, SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA WNECTION PER Li SEE ARCHITECTURAL SS MFG.2x SECURED W/(3)16d OOD SIDE VIEW GALV. COMMON NAILS. " O/C,1x2 SECURED W/ 10d DRAWINGSGALV. COMMON NAILS CONT. 2x4 RAT RUN12" O/C L SECURED W/ (2) 12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENGD TRUSS PRE-ENGINEERED W/ HIP RETURN soALE:a,"`''� �„� VALLEY TRUSS CONNECTION G RCAI F-NTA 1441 N. RONALD REAGAN BLVD L ONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 a SURIDIV. & LOTil SILVERADO LOT #8 BLK. #17 PROJECT 04128.00-08171 MODEIa 4EAB "1672- ARIA" GARAGE SQING: LEFT PAGE: DETAILS 150 MPH EXP. B A AI M NO SCALE: 1/4"=1`-0" K SEET s3.1c r q GABLE -END ,1 wac x'-A` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-1 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: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT, PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE 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/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK Bd RING SHANK, 2 1/2" 0.120" 170,000 ( NT RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" OA20" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTER1oR sHEATHSNG USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. V C� zw ZO 50 a Z U NO O Z E m 8d RING SHANK GUN NAILS @ 4" O.C. ., TOP & BOTTOM EDGES ., J a z9 0 Z Z U N . J_ N O v $ O in Y 3 Z w _.R Do Z� E. DO Do L LU 0w Qe a 2 U v7 O z o z E m 2 W O U W O w o w a. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RnnP cuce7ulNr -` .--_-I _1 --_M'I --_` `' ROOF SHEATHING LAYOUT AND ENOWALL 8RACING GABLE FOR END FRAMING Sd RING SHANK GUN NAILS . i�6"O.C.INFIELD ` TYP. EXT. SHEXfAING XMCHMEhT FOR ROOF SHiATHING(. TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.B..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: F8C-R 2017 S81 EDITION 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 SHALL BE Mr. PROVIDE S%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CKVAFERED 3W PROVIDE SAVL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIASS-ON-GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPEO B INCHES AND SEALED WITH ADHESIVE TAPE. FORMWORK: FORM -WORK, 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. FD - 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 OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED WI 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 DISCREPANCES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 881 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 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 TYPSUPPORTEICAL DETAILS. WITH T CHAIRS SPACED 3'-0.00 EACH WAY. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND 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 AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 H MEETING THE REQUIREMENTS OF ASTM A148, GRADE A,, AND SHALL BE HOT -DIPPED GALVANIZED. A GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 10 psf VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTED 20 DO TOP CHORD-Wo-WnartsM I REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR-25' #B BAR-36" WOODTRUSSES. 10 PST BTM CHORD-Rorl-CGnarreM #5 BAR - 30" 07 W - 42- DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD Q psf W/ ASPHALT SHINGLES) (10 PSI W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Ops1 BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf PROVIDE 38'x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. 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. WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE 70 BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pSf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30P5f, BALCONIES (EXTERIOR) 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 TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 60pa1, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIOA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 617MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS TO VERIFY OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORPROVIDED PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS 70 STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM "0, GRADE f1D = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS 70 BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SWILL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSNAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIOW SITE PREPARATION: "M" "S' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUS -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVVEE MORTAR PROTRUSIONS THAT EXTEND INTO M MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORCAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REGUREMENTS OF ACI 301 AND ASTM C.94 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MWMUM TIME ALLOWED FROM W14EN WATER IS ADDED TO THE MIX UNTL 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 HELD FOR LONGER THAN 90 MINUTES, 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 COMPLNNCEWITHTHEABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12' FOR MIS AND SMALLER 2-FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. 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 -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTbN eliE TYPE BMOTw RFIMR(3 APPLIGTIpV 9RE TYPE SPACING REMWixs 1x]PT1UR 10 GSE HARDENED WK GARAGEDOMEiKR( 1/1.ON. TAPWNLIASONRY 11?E 13,11ND 0181„ MASONRY/GONG. NNLI1?LAG, BOC TO AWONRY/WNC. NOWASHER FASTENER SO/C Ii?EDGE— 9G0, AL. EKT, DOORS GSE HARDENED WIL P D WSAlOLW00IXL—EKED GARAGE DOOR SUCK 1? DK,. W/ EKPANBIM— 1P- A` EMBED.. a"END DIET., Ix PT, SEE NOTES IAAK 11?HMG. STAGGERED INTO WSMRwLUNC. To MASOHRYAWNC. WASHER SEDGE GIST. WES]OW DUCK GSE HARDENED WIL POLO WSAOWN FASTENED METALSTWIPN CONTACT THIS ENGINEER FOR SPACING 1v PT, SEE NOTES NAILI I?LAG. STAGGED INTO MASONRYiWIK:. MASONRY/LDNL. REQUIREMENTS Exi,9WHVG DOOR (21Y1BDIA RAPCW II?'EMSE. r—. �RING WOW LIP EKPANSION <"EMBED. A"FNJ tA`OC BUCKhPT, SEE NOTES NOWASHER 1.1— 1r QG DIST., I1?EDGE Dffr. ALL TO WAIL. SUS WI WASHER BOLT 019T., ]`EDGE DST. h PT WINDOW DICK 3 W1 PAF x11T POIC PEND.DWT„11? PT TO9T COL., SEf ly/WASHER STAWERED EDGE GIST. T NDrf a I S-TTAAPPLES 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 5FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE i 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, FL 327W PH:407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA 1➢: 0003328 p N � � FG IC R K ass 9v8DIR ae LOT: SILVERADO LOT #8 BLK. #17 PROJECT#1 04128.002-08171 MOD= 4EAB "1672— ARIA" GARAGE S1►ING: LEFT PAGE: DETAILS 150 MPH EXP. B DptDff A r v: 12/03/19 8CALE: 1/4"=1'-0" a SN1 zz8'/ 40