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Home My WebLink About7130 Boxer Round Pl941 9 0 5 0 4�E N� HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 99 VAG 0,9 02 bb�' Is E�1EW ®EpNYR�„` �Xp,N11NER p1,, w • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .noM BI11LDm cm, MMURRUL AM gp OH ( � •ADP 1AtP �� A'�roDl�i OCCUPANCY -RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH — CM B BASIC MD SPED - VII1=150 MPH Vasd=116 MPH •EXPOSURE _ B • 1—STORY RESIDENCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE AIADJUSTABLE C ARGON CONDITIONING AALT. ALTERNATE AMP. AMPERAGE B➢. BOARD CL CENTER MINE CAB. CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIMENSION DISP. DI POSAL OF. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH FLEV. ELEVATION EQ. EQUAL EXT. RIOR PGA FUELFIXED GLASS FIN. FINISH FL R FLOOR FLUOR. FLUORESCENT Fro. FOOTING FRENCH �R GA. GAUGE GAR. ➢ISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD 11 . HOSE BIB H.C. HOLLOW CORE HD .OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. MUM. M.C. MFR. MIN. M.T. MTD. MrL. N.T.S. O.0 PL P.B. PH. PLT. PLYWD. PR. P.T. R. R.A.C. REP. PM. RO. S.C. S.D. S.H. SHT. SHWR SiL. SL. GL. STD. sws TEMP. T.O. T.O.C. T.O.P. T.O.S. TYPU.N. U.N.O. V.P. W. WD. WDW. W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER ➢S RETURN ABTGRB,L REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHOW SHEATHING SLIDING SLIDING GLASS STANDARD SECTION LL TEMPERED GLASS THICK TOP OF CURB TOP OFPLATE TOPOFS AB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WADER WOOD WRHEA,T WROUGHT IRON DATE DESCRIPTION ovmw Cole ISSUED ARCHITECTURAL SHEET DESCRIPTION VM8 2011 FCC UPDATE PG Cl—COVER SHEET PG GN-GENERAL NOTES PG Al —FLOOR PLAN PG A2C-ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml —MECHANICAL PLAN PG Dl-DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS VVM CD'S RE-1861JED 04/W15 FOOTING REVISION PER M. C+OUJES E5AVI6 PLAN REFORMAT UP STANDARDIZED DETAILS �� CONSTRUCTION DOCUMENTS RE -ISSUED MM/M PLAN MAINTENANCE m2VI5 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARL BODES oir n9 ADDED STONE OK0I TO ELEVATOO C 4 D • 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 SQ.FP. CALC.'S LIVING I,1W Sa FT. �°Rd�PE 426 Sa ENTRY ELEV. C 16 ea FT. TOTAL ELEV. V 2,1W Sa PT. axle PATIO SG 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 S2.lA-DETAILS PG S3-FRAMING PLAN PG S3.lA—DETAILS PG S3.113-DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED 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 RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSIRUCTION BASED ON THE DRAWING SET, 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwlabdosigngroup.com L AA 8: 0003326 : J w a III $ eUHDM & LOT: SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODEIa 4ENB "1751-NEUVILLE" GARAGE 8WING: LEFT PAGE: COVER SHEET 150 MPH EXP. B ARCHrrECT: STATE OL= FLCRDA GAT 1 9 IOLMD A AR NO W723 I'0 RINT 10/09/19 ATEcAI.E: 1/4"=1'-O" HEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 3117E WOM 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 ARCHITECTIENGINEER. 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 13/8 INCHES 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 R302.6 8 TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YNCH 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 T- 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBSI9 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'%' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOLITS 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 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 8 ASTM-Cl063.12a. 3. LATH 8 ACCESORIES PER ASTM-C-1063-11A 8 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. FIRE RESISTANT CON$IRUCTICIN UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 12' 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 Bl LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdeaigngroup.00m AA M: 0003325 �o a oil, a lei I $v 6 I I I I I .) eUDDIV. & L07IN SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 INIODEZA 4ENB "1751- NEUVILLE" GARAGE BVIMG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B ARNWWTs FLCMA 6C 1 L` 19 ROLAW A ABOUCHAM AR NO 93M J nwO" 10/09/19 8CAL"E: 1/4"=1'-0" l 1mw GN 3A'_A• G O GMT ROOM- o ° - IONA �Ipa m OHM PAN - D 0 1.. o I 0 � I" - - - :� - LI (= . ® o - o 15OLLARDME - m AS REa ma PER mm CODE -FOYER L:I p a. TRANS. 1 mm - - -� mm ME .ME m- m - L I I - FLOOR PLAN SCALE: I/4' . I'-0' EXTERIOR MASONRY SQ.FT. CAM'S WALL DRG. HEIGHTS LIVMG 1,151 SQ. FT. ® GARAGE 426 SQ.FT. SRC'. DM ELEV.'C' 16 SQ. FT. TOTAL ELEI 'C' 2,193 SQ FT. SWO PATIO 80 Sa FT. COMM AND CAC0110INID LOADS eAsc rIID 19POalIE FOR a BEDOIo GIATB Ol i BQIAE FOIE afIAPHWMDVA 16im NDTI'PE FOOTAGE MINI WINDOW ID 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA BCD. MIN. 41 5 23/-2S CRITERIA 16010 O.HD. 112 1 5 20A/-22.1 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OQIIOLDAWEOWN TOP PLATE 9 BAR DETAIL A SCALE, IR'.I'-0' ARCH DTL. B SCALE: 1/2 . 1'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLIM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS DETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN TH104NES6, SOLID ORHONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1"I. N. RONALD REAGAN 81 LONGWOOD,FL32750 PH:407-7748078 FAX: 407-7744078 www.abdosigngroup.com l AA #: 0003326 0 00 ~ SC Ly R stral)XV. Z w T4 SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODEL& 4ENB "1751- NEUVILLE" GARAGE 151fMG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B pluNT 10/09/19 DATE- scA=: i/4"=1'-0" SHEET Al FYPON BKTI9X24X4 OR EQUIVALENT LAP BIDING AS SPECIFIED (TYPJ 4' FREIZE BAND (T RJM b' TRIM BOARD (TYP.) COACH 12 6r7:; 0P" •. - III ICI �. FYPON LVI2X24 OR EQUIVALENT SHMGLE ROOF I p_ ' I I ❑ I I ECORATIVE DECORATIVE I I I I I I I TYP. I SHUTTER - — - — - — ---- 1 I 1_�0 m� W FLR m 0 FW-FLR+ OFF RIDGE VENT .REA OF ATnC = 21%SQ. FT. IET FREE VENTILATION AREA REQUIRED = I/30D IEQUIRED VENTILATION AREA 21W /300 = 731 'ENTIIATION AREA% SO, INCHES PER FT.(144) = 105164 SQ, IN. AIN. REQUIRED VENTILATION _ .5X 1052.64 N UPPER PORTION OF ATTIC 526-U SIX IN. 1FF RIDGE VENTILATION AREA = 115 SC, IN. PER VENT 526.32 /115 'OTAL# OF VENTS REQUIRED : 45767 'OTALMOF VENTS PROVIDED = 5 'AREA OF ATTIC 15 THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103A 12 OFF R� T OFF R� T Ll B'-8' BRG. FYaT.i _—_-- I'-0' 'a 'v r r H 0'-O' FIN. FLR. , ��-------------- - - - - - - - - - - - - - - ----- --------------------- OFF RIDGE VENT LEFT ELEVATION SCALE. 1/4 " P-0' TEXTURED FINISH OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH - Am'-O 3'-S' BRu. FKat. 8'-B' BRG. HGT. I ❑ ❑ I i 4B I I I I L T1T. I I I I I I I I n 0'-0' FIN. FLR I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---_---`y0'-0' FIN. FLR RIGHT ELEVATION SCALE. 114 " 1'-0' TEXTURED FINISH r-------- / � RAISED o BAND RAISED I MAND i LOUVER DETAIL A SCALE. IR - 1'-0' 0'-0' FIN. FLR 144i N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA A: 0003325 •ry- 6 14 !;44 a� SunDIII & LOT: SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODEL.' 4ENB "1751- NEUVILLE" GARAGE 811IN0: LEFT PAGE: ELEVATION "C" 150 MPH EXP. B ,]l PRDOT 10/09/19 DATE: BCALE: 1/4"=1'-0" 8HEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES �0 MY OUTLET 26 AMP W42A POLE IIOV CknlT IIOV OUTLET U2 OF CU11.R WRED TO ewrcN = 04 IWV OUTLET EC p&Wr M2RD FAL R NTESTANT TYPE) RBRTAar TYPE) a@ 220V OUTLET (4) 0101 C 44=TCN i CEMUTL.IFTT TERA6°°" °"RND FMeT 6uTW OUTC14 S-Ul4Y OPER 64 SWTW 44"T OPER LIi WALL MOWED�J LONE CEILN6 LOW © LED C4.6 LIGHT O VP VAPOR PROOF LWHR Omocome D CAN WALL a oTrce PIE•aMED eVRR. PAN I OM PER on FT. 0`L161OLO FAN R I tiM PM SO. Ff. 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J-EOX ACCCMAFCE UV MOX MARgD AS NICK POR `NGam CLILWO'AAL— � SPPORTOC)IX MAR2D As OWN FOR pA. = 24' RCAFOESC'UNT LIONT STRIP D,pp x• Ncaoueerr LION *TRP 4P RCAtcescl T LIONT ONRP I;OOD LI*HR sEawRT KEYPAD PAPuWN-EUTTON 4HDZ7�7 FMORfs RS PORT • LOCATION OF TV JACC6 a P4104E OUTLETS a FANG TO ON VERPIID • NOIEOSNEIE PIE.bCNSTRDTIDN MRETNG. • ALL 0 4 20 A"P ORA'ICN C 11CWTs TO OR AM FAULT PROTECTOr SM OTIa EDRION [201T) . tEe 20.2 201A ®ITION • W AMP DEDICATED LA ,CRT CIRCUIT. • GR is RLAND rNOT ON KITr)1!N CfP=ff) • DISN"O ER DOCdSffiOT TO OE LOCKOUT N PANEL • BATHROOM EXNAYT PAN TO WAVE MN. 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K CI N 2' CODUIT. rfLaGWT TO TER4NATE AtaOVE SOFFIT a OVN64ANOJ COMBNATICN 6ERVICE DRCCNECT 61RTW AND tM/J40 VC AMP M ELECTRIC METER IN 1 aAOSE NOMA 2R ENCLOSUREPANR JOo OOMP 10.1144" SRlVIG9C GAOL[ TRlVNICN RW wommon SE= ENTRANCE ECYRlR Sawl off NTERSYSTRI DOTONO TERMNAL AT LOW VOLTAGE CONNECTIONS 1 A4 O1 6ERVICE GROUND CONNECTED TO CONCRETE ENCAMP FODTER *TER PER ELECTRON. PROVO"* OF TWS WGR W EDITION r2 Nil WW DIA X Is FT LOO CAPPER CLAD GRC NP ROD L"i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003326 .111 "7 FE Mae q IL � � i Q SUHDM 8&9 LOT: SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODEL: 4ENB Ft1751-NEUVILLE't GARAGE SWUNG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B CT X 0 H �� W DA � 10/09/19 DCALE: 1/4"=1'-0" 8*M= E1 Lj HB c. _ cJ 0 -- LAY.----- ---- ----------n - �PT OPT. 0 9 ------------- ----- LAV. = SIK DLU I II 36'X6 F�_71 4NE O OHM PAN I I — 00 I I i I I I � I � I O II I ° I I m • LAY. KITCHEN SMK W/ AUTO 2' V.TR A, ll' VENT 2•�j � I/2' j 1 VTR WASHER �2• --- 1 421IRa 2' 2' LAV iTU6j 2• 11/2' i 111, ' LAV.' -4-" 1 3' 3' 2' = ILAV. OHM 3 3' W5 t A WC. 3. 3' 2' 3 C.O. TO ----------- --------- � MAIN 4 c77 PLUMBING RISER PLUMBING PLAN SCALE: 1/4 " I'-m' 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PN: 407-774507E FAX 407-7744078 www.abdosigngroup.com L AA N: 0003326 c I@ ILL j rotmDR ao LroT. SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODEL4 4ENB "1751- NEUVILLE" GARAGE 8Wn4Q: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B nnF F-PRINTDA 10/09/19 SCALE: 1/4"=1'-0" e *m= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON•CONDITICNED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATW.& ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER F 3C 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. PM84 AIR INTAKE$ 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 SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED M 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. 9. ALL FIRE RATED CEILINGS AND WALLS 814ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE 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 SMALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DDF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLC t y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBGR 6TH EDITION (20T1) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS SC0RIATED NICKEL /—FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG -� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J08AM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-TMRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT OR EQUAL SIMPSON WB ROLL STRAP 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 1SXI 1/4' $HT. MTL. 8CREW8 CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING I'-6'. EFC- rbEE SOIL FLOOR SLAB CLEAN -OUT (T NEXT. GROUND CLEAN -OUT (TY�PN.) MECHANICAL PLAN SCALE, 1/4 " P-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774,4078 www.abdosigngroup.com AA a: 0003325 2 o W � lyQ8y� � E yQJ� ounD:v. ae LOT: SILVERADO LOT #5 BLK #17 PROJEC 04128.0Z-05171 MODEL- 4ENB "1751-NEUVILLE" GARAGE BWD90: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B iA'19 D � 10/09/19 BCALE: 1/4"=1'-0" skmmT M1 2X4 TOP PLATE PERK PRE-RAB TOMaaMR GUAo IO' TNICTC 2 COAT Y cm m bmac I/!' GLG. DOARD M1AI7a ARM1IlD na �: DEEE:TLr TO MASCglT 7..5 P.T. WD ATTACKED TO FLL NOTE: STUDS IN CELL AS me . r PARTITIONS SUPPORTING APPROVAL RM Id' DRYWALL WALL HUNG PLUMBING r DIA. SLEEVE, r�axao aAL esAL.wT IXTURES AND WALL DD NOT CUT WewnaR ETR� 1441LON WOOD, FL 32760 W CABINETS SHALL BE NOT L.e r10LLOM ALL I PH: 407-77480,7E aaLV.STm LESS THAN 2x4, WHERE BOND BEAMI NDr cur Dome~) FAX 407-774407s 2x4 WOOD SPACED NOT MORE ea ID �T T BOND °" TRACK ORACKETs www.abdosigngroup.com N' OTr. W. ED. FASTED TO STUDS 024' THAN 16' O.C. OR NOT (2) CCUREE REDARE WoSAM WOOD JAMS DER OALV, aTElL AA #; 00033zs A-- od TCplGT OVEMAD DOOR Or� LESS THAN 2x6, WHERE SPACED NOT MORE ATRWAL AM& VERTICAL TRAM To �' er an�E ST M . LDE mom THAN 24' O.C. TRACK ERACKM w neo = SLAB PIPE THROUGH BOND BEAM ATRDVAL RI FM. FLR 28 GAS LINE THRU BLACK s GARAGE DOOR JAMBS D1 SCALE:II/2•.I'-0' ww' TYP. INT. WALL NON—BRG. ESCALE. 3/4'.I'-O' FIBERGLASS SHINGLES OVER "30 FELT PAPER FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES 0 Q � IRE all -1 -4 1 oil, 21 FIBERGLASS SHINGLES OR SYNTHETIC R908.0 ON i' O.S.B. OVER 90 FELT PAPER OR OVER W FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' COX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION R905.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION PPEERpSECTIONNT� 1.1 ON i' ObD. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR CDX ON J' O.S.B. SHEATHING S/e' GYPSUM BOARD OR j' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR }' CDX PLYWOOD oR 1/2• HIGH FASTENER SCHEDULE I -m PRE-ENG WD. TRUSS I ®• FASTENER DRIP EDGE SECURED PER STRENGTH CLG. TYP. TYP. YI FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE ON PER ELEVATION OJ.2x FIA ELEVATIONS R STRUCTURAL 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER / C SEE ENERGY CODE FORMS FOR J/ PRE-� TRUSS INSULATION R-VALUES PRE-� TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT = MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R-MY VALUES FOR PRE -ENS. GABLE TRUSS PRE-ENG. GABLE TRUSS m• PER ELEVATION WEEP SCREED JPER ELEVATION WEEP SCREED 2x FASCIA PER 2x FASCIA PER ELEVATIONS TYP. py�. ELEVATIONS 9/8' GYPSUM BOARD OR I/2' 2x P.T. SECURED R-41 INSULATION STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETR 2x P.T. SECURED AILS VENTED SOFFIT . VENTED SOFFIT WINDOW ATTAC 41ENT AS PER MANiffACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT EMCEE WINDOW ATTACHMENT CATIONS NT PLASTERD PLIED SREFE MANUFACTURES SPECIE RE DIRECTLY TO MASONRY Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS . 24' OZ, I/2' THICK 2 GOAT PORTLAND Ix2$T P.T. FURRING S' CI'1U CEMENT PLASTER APPLIED YP•UL.• 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT /!' BD. CEMENT PLASTER APPLIED IR' GYP. WL. DD. PORTLAND CEMENT S• GMU DIRECTLY TO MASONRY UbOD BASE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY I 0'-0' FIN. FLR. L _ i, 0'-C' FM. FLR 0'-0' FIN. FLR _ 0'-0' FIN. FLR d " a S• CMU ° ro n W/ ° 9 WINDOW OPENING n TYP. WALL SECTION n W/ ,a WINDOW OPENING n TYP. WALL SECTION D le NO OPENING NOTE: NO OPENING PER SECTION W5.I.I - FOR ROOF SLOPES 2.12 TO LESS THAN 4 12 A sTvmm eE LOT: SILVERADO LOT #5 BLK #17 PROJECT 04128.00 —05171 MODEL 4ENB "1751— NEUVILLE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B 6 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM r11—STORY GABLE BLOCK WALL ARa.nEar, SCALE= 3/4'.r-® IS REQUIRED. FOR ROOF SLOPES SCALE. 3/4'•r-C' STATE OF FLORA OF 4:12 OR GREATER, CU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22fD TYPE II, (1' ASTM D 486S TYPE Iv, OR ASTM D bi5'I NO 93725 PRINT 10/09/19 DATE: SCALE: 1/4"=l'-0" skim"" D1 4' B"mEDMEW MIN. 9UOM FLOOR TO 7�m�■4mmm�L1�■�© B A.URE 2.4 ON—"' m RAT TO SLK UV CUT NAM. acem 2Xb &ARAM DOOR SULK UV (5) m JOW A -DOLTS 4' W IDIDMEdT MK R Lw 2'X2WASbER AND NUT SPACED UVOLY FROM FLOOR TO GARAGE DOOR NOR N JOINTS PRIOR TO FILLNG 1-2X6 F? SLOCK • CENTER OF DOOR HEADER Oft) X *J-DOLTS E 4' W10BOMINT UV 2'X -W 9AGNM m AND NUT. m UAL BEN AN= To I ® r 11"FACTUICR'6 NSTALLATION NSTIWCT"UMME SOON NSTRUCtIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT B' CMU Yt' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRUFRAME EXTEND I-Y4 INTO BLOCK W/ 4J4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4 WITHIN V OF EACH END 4 I8' O.C. MAX SPACING \ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE, KTA. 2X4:m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END 4 IS' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPC0WMK SHANK SIZE 145 MIR HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 V Gyp 18' O.G. MAX SPACING. )S. DRYWALL 2XkNm ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-14. CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAI® TO BLACK +1-1 2" ial III29W TO BLOCK +1-1 AL , RT.S. 2X4= SECURE TO BLOCK W/ V*' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TAPC40NO TAPCON MIN. IA - (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8' cm MIN. EMBEDMENT 0,9 DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 'X4' OR DO* P.T. NAILER 2X8:m D SECURE TO BLOCK W/2-4)4' )6' OSJS. X 4' MIN. TAPCONS (MIN. SWANK S1ZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-15/1¢" inl 1fINDOW TO BLACK +1-15/ S " SCALE: N.T.B. 2X4:m SECURE TO BLOCK W/ V TAPCONS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1.1149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OUC. MAX SPACING. MOT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. 814ANK SIZE .14E EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. q 1U WITHIN W OF EACH END 4 )S' DRYWALL IS' OC MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER SECUR2>0�E SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTACH TO 2X PER WTHN 8' OF EACH END 4 MANUFACTURES DETAILS. ID' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) DOOR WWb M BLOOCK+22114�" QCK ALE, RT . 2X4= SECURE TO BLOCK V 1)4' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I),*) WITHIN 8- OF EACH END 4 NOTE STRUCTURAL 2X 18' O.C. MAX BPACINKs. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH BLOCK W/2-v..NON-STRUCTURAL V SEAS TAPCONS TAPCON TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 X4' OR I'X2' P.T. NAILER IS' OTC. MAX SPACING. 2XSt SECURE TO BLOCK Wa-%, TAPCONS DOOR CASING SHAW SIZF .14E MIN. HEAD SIZE JIM MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER is, O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" E SCALE, N.T.S. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-1)4' NON-STRUCTURAL 2)4' TAPC40WMIK SWANK SIZE TAPCON MIN. I-Y4 .14E EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8. OF EACH END 4 8• CM K• DRYWALL 18..m MAX SPACING 2XS I'X4' OR I'X2' P:T. NAILER SECURE TO 15LOOK WR-e4' 2ND 2X SECURE TO TAPCONB(MIK SHANK SIZEWDOCIRCASING SRU TCTURAL MEMBER J45 V(2)12d WITHIN V OF EACH MIN. HEAD SIZE 300END 4 V TO V O.C. MAX MIN. EMBEDMENT I Y4) WITHIN S.OF EACH END 4 DOOR JAMB OR WINDOW 18' 02:. MAX SPACING. ttACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" v 11IND01f TO BLACK +3" \Z-115CALIE, RT . 2X4a SECURE TO BLOCK W)Ys' TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT IV) NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MOT BE ON OUTSIDE 4 10' O:C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL i4' SECURE TO BLOCK WA-1/4' TAPCON MIN. 144- TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 , MIN. EMBEDMENT I Y49 CM 16' DRYWALL WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. X4' OR DO' P.T. NAILER 2xs4 ❑ SECURE TO BLOCK WA-1/4' 74' 09J5. X 4' MIN. TAPCONB (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' O' EACH END t ATTACH TO 2X PER 18' O.G. MAX SPACIWC MANUFACTURES DETAILS. �N MrmUDro FWm2m TCCU; DOOR JAMB TO BLACK +3-7/18" 1 Q=W TO BLACK +3-7/18" " SCALE, KTA. 2X4m SECURE TO BLOCK W/Ys' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4') WITHIN 8' OP EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. NBE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK wA-1/4' NON-STRUCTURAL V TAPS TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' CMU WITHIN 8' OF EACH END 4 )4 DRYWALL 18' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2XBms SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" WINDOWrtyN TO +3 3/4 ' LE, N.TE. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA k: 000332E �oo a a � o F L J ads$ eUBDIV. 84 LOT SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODEL: 4ENB "1751— NEUVILLE" GARAGE 81rMO: LEFT PAGE: DETAILS 150 MPH EXP. B I AflCFffECr; 1 PRINT 10/09/19 DATE' DCALJC: 1/4"=1'-0" aFIEET 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 FL17234.2 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 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 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 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 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 23223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 1326S.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 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: OD03325 MOT auaDrv. de w SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODZT- 4ENB "1751-NEUVILLE" GARAGE B111NG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PRINT 10/09/19 DATE: sCALM: 1/4"=1'—O" 81=T D3 PRCPOR'ED CONTROL "NT R.AIGE OP CONTROL JOINTS TO BE WIRED TIED TO LATH • 5' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS OEYOND EXCEPT 6TAPLE6 W) "LEG COBE LISEP NTR LL JOwr Tom• DURING INSTALLATION —, PASTOERS TO C! SPACED • 1' O.C. MAX VERTICALLY \ k TRUCK 3 COAT CEMENT PLASTEUM LAYER 4, FORTIFRIM OWLDING PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O.C. MAX AT SUPPORTS UM LAYER 4, 6TUC40 URAP WOOD "ATMMG LATH SMALL NOT De CONTINUOUS .• To s• r To e• TMROUGM CONTROL \ JOINTS OUT SMALL 0E STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 LOU PLACED PLAT MAX b' TO N' Fp01'I CONTROL JOINT WHEN Nm,\ \ CONTROL JOINT PALLS ON ASTIPERS FOR LATH TO m NAILS OR i / STIWCT IRAL STUD STAPLES IN COMPLIAMM aV ASTM 0063 2. WIRE TIES TO BE (NO. 10) 00415' WIRE 3. OLOCKNS SHOWN MAY 0E IN ADDITIOy \ TO WALL STUDS REQUIRED PER PLAN / n"M" TYPE CONTROL JOINT OLF0.D NOMO •R.A ®I'Ol D ,�-4 O(FOLD wwo . n.• x CYAN. Pls w CwAN • R. C OL FOLD NIRC a Pr. A 2.cw.w • Pr. s FOLD 4Y • ® l FOLD IR1410 . FT. A 1 QOAN • PT. C 4. FOLD R. C ONR PT. a TILL M. C TOUCH" EOreaT FLANW Y NOTTOM PLAHM "AN°' WTER Twn MAL FOLD, 122 Eaton. OVA! OILY) ILASOM bcm APPR7VED BUILOMG WRAP SHALL OE LAPPED A MINMUM OF b' • vERrICAL LAP6 (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEA)'1S PEED TO DE T-, WITH PORTS3lR SHEATHIN / / r rarL w • LATH VERTICAL LAP TO OE F n—r METAL LATH WRO LAYER 4, STUCCO WRAP .• ara* WIm LAYER 9. PORTMDER OU LOMG PAPER i ® KIC KO UT DETAIL a �T+` "M TOW NAL MIND OR 001.0111MmQ wrAu Rwwn AT 6prTQ1 Q ROOF 4 Frf3Rlsr.,nw NQIIL 610E LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED EETWEEN SUPPORTS WITH 0041E-2•L (W-FM) WIRE AT INTERVALS NOT MORE THAN 5' (225-MM) AS PER ASTM CI063 11L POR REPAIR OF TEARS IN Ulm LAYERS. TEAM MAY BE PATCHED UUMOUS! WRAP TAP! PER MANUPSPEC. OR PM4 STICK SHEATHING STUCCO J' THICK 3 COAT CB" ENT PLASTER FETAL LATH Ulm LAYER 4. FORTRIMM BWLDMG PAPER am LAYER'L 6TUccO UR'AP WOOD SMEATMMG LAT. • FAFlR WOOD SHEATHING OR CMU WRIS LAYER "I, STUCCO WRAP (FRAME ONLY) THICK 3 GOAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOFNIALL SCREED z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING 71) f (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. APPROVED HOUSE WRAP. FLASHING TO wirim ONTO PIPE V OR LESS PIPE PENETRATION CUT AND OVERLAP ONE 610E tX SELF-ADNERMG MEMGIPAPE PLASHSYi STEP 01 INSTALL FASTBER6 (CLIP%, STRAPS. STAPLES) AS — 110=11 lD TO SECURE PIPE/ WIRE TO FRAMING SECTION PER SECTION Rm.7 6drlor IM1410 arq C W brYC Ecbrfor ase of poftnd oamem dater w"I1 comply %flh fie apploeEan requrarnenre of ASTM C 828-12A Imhllatbn of e%teriarlatlunO aM haminO Mall mm y with ASTM C 1083-12A. 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 R703.7.1 / ASTM C-84l-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774607E FAX: 407-774407E www.abdosigngroup.com AA 6: 0003325 Q NINE a J 8QQ 8QQ i avnDv ia. X.O.' SILVERADO LOT #5 BLK #17 PROJECT 04128.00 -05171 MODEL& 4ENB "1751-NEUVILLE" GARAGE SVFMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B MR PANT 10/09/19 014 DATM* DCAL.E: 1/4"=1'-0" 81-IEET WA1 INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(8) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE, OVER TOP 4 SIDES I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED SELF 'K WOOD SHEATHING WOOD SHEATHING OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE FLASHING WRB LAYER "i, LAYER'(, STUCCO WRAP TOOLED SO A8 TO DEFLECT r WATER AWAY FROM JOINTS. UNIT STUCCO WRAP LAYER 4, FORTIFIBER 1441 N. RONALD RFAGAN BLVD I' PREMANUF. DRYER BUILDING PAPER LONGWOOD, FL32750 x; E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH: 407-774-6078 X JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER •2, FORTIF15ER WOOD VS• TEXTURED FAX: 407-774-4078 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO BUILDING PAPER CONSTAXTION �/�FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • I' OG. MAX 01003328 �m ON ALL SIDES, A- CAULKING • JOINT ALL AROUND SEALANT • El J' THICK, 3 COAT CEMENT-EIN PER SECTION R703.7 TOP t SIDES PLASTER V 70X' MID-"14'L Sao arwan Exterior Wft and plastering BACKER ROD I shalcExterior use of Portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) Ya' TO V MID -WALL WEEP SCREED � j(. requirements of ASTM C 926-12A. P SELF `ADF 8VE FLASWM6. r Installation of with AS lathing and framing shall comply with ASTM C 1063-12A. _ 6' SELF-ADHESIVE 'L: CLEAN MASONRY DEFOgE APPLYINCs °I. "�' WI �TBXTURED WRB LAYER � rx STUCCO WRAP " FLASHING FINISH • MASONRY ': • HOODED VENT BUILDING PAPER OVER 'QUICK — — — WOOD FRAMED ± HORIZONTAL WEEP SCREED THICK, 3 COAT CEMENT FLASH' I— � WALL PLASTER ( FRAME TO BLOCK) METAL LATH _ HORIZONTAL WEEP SCREED (FRAME TO FRAME) WiI5 LAYER 9, FORTIFIBER PIPE THROUGH / WALL BUILDING PAPER WOOD SHEATHING •. 1 l 1 "I � I� 1 6' WIDE STRIP SELF ADHESIVE FLA WWa, CLEAN. MASONRY BEFORE APPLYING APPROVED 2 FLAaHMGBELOW 1° U1RB LAYER M, sTucco WRAP ELEC. METER FIELD i VERIFY LOCATIONELEC. METER FIELD STONE VENEER OVER SCRATCH COAT VERIFY LOCATION CUT SUCH THAT 9 APPLY brD MIN SELF -ADHERING MEMBRANE FLASHING NO MEMBRANE GRADE 'D' FELT ENTERS BOX, _ OVER APPLY STUCCO SCRATCH GOAT APPLY TO FACE EDGE SELF -ADHERING FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (v LAYER OF PAINT ME ERR TO INSTALLING ELEC. i7iAPROVED HOUSEWRAP W/STONE VENEER (FRAME TO BLOCKZ IURB LAYER n, FORTIFIBER CAVITY TO BE FILLED STEP *3 BUILDING PAPER WITH RIGID POLYMERIC 51EP *4 LEGEND- FOAM (GEAT STISOCYANOTE-POLYBLEND UFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (LURE BASE SEALANT AT POINT COATING OVER STUCCO/ G.V. FINISH LAYER °I STUCCO IJRAP) THAT ELEC WIRE PENETRATES (SEE TYPICAL WALL � p `" gl7�j till, O V SVHDIV. do LOT. SILVERADO LOT #5 BLK #17 PROJECT 04128.00 —05171 MODELS 4ENB "1751—NEUVILLE" GARAGE mWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B APPLY E-Z BEAD UJRB LAYER °2 (FORTIFIBER - • - - - - OBE DMIN ee •e•e•o SECTION) ARfrFiTlrCTr BUILDING PAPER) AREA TO RECEIVE METAL LATH FELT -PROVIDE STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH x—X—x—x t I GOAT OF PAINT W/BACK- INERTSEINS CTIONS T ROLL PRIOR TO r �X2, STUCCO ELEC. METER INSTALLATIONE STUCCO SCRATCH GOAT LARGER THAN THE ELEC. WOOD SHEATHING � METER CAN OR METER CAN COMBO OR METER CAN ANDSELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP O,7 STEP #(o NOTE: ELECTRICAL RECEPTACLE awe aoroe/ia METAL LATH: LATH TO eE PER SECTION ELECTRICAL CONDUIT O sCALE:l/4°=r-O" R-1031.1 / ASTM C-841-09, MIN. 2.5 Les. O PENETRATION PER SQ. YARD (UTILITY OR NOMINAL S ET LATH DOES NOT MEET SPECIFICATIONS) V d A2 WOOD SHEATHING WEB LAYER 9, STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDINGS PAPER V HAT C14ANNF-L ]' THICK, 3 COAT CEMENT W/%' TYPE 'X' DRYWALL PLASTER 6' BAH. • TOP OF WEEP SCREED - TO SHEATHMG 6EHNO WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAM used ar�cn WRB LAYER 9, STUCCO WRAP k THICK 3 COAT CEMENT `�� PLASTER 6' SELF-ADHEREMG Am&-uRL-_-1w CUSTOM FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 9, STUCCO WRAP • .u; LLRB LAYER •S, FORTP=ID BUILDING PAPER I _ _ � 6' SELF-ADHEREING , . FLASHING WRAPPED STUCCO WRAP a ,` /� a COINER CF CANTILEVER AMICO AM66-WN1C-lBm ` GLBTOM CASING BEAD - 4' POSITIVE DRAM 1 y 2 WEEP SCREED NO GAP IN FIELD -� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL. ® CANT. SCALE. 1 IR' • I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 RESILIENT WEATHER IH 'T C+IANNEL BARRIER RESISTIVE 5/8' TYPE 'X' DRYWALL WrtEXTURE0 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CABINS BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT RASTER ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 DEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE I'll —BARRIER 9 ,-WEATHER RESISTIVE \\ BARRIER 02 `k THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAM ns:co ar_s.ccn NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL SUB -FLOOR DECKING PRE-ENG'D TRW WEATHER W618TIVE BARRIER 9 WEATHER RESISTIVE BARRIER 02 J' THICK HICG R3 COAT CEMENI PLAST METAL LATH (WOOD SHEATHMG ES EXTERIOR GRADE DRY WALL i' THICK 3 COAT CEME PLASTER �L�R�� (SHOLLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER PEEL 4 STICK)-\ 6' PEEL STICK •DRIP EDGE TO DECK I q'XI IYi P.T. OR SIMULATED WOOD (TREX) FILL CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM / BALCONY DECK TO J CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK CONTINUOUS Y: GAP FOR DACKE—Ig/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT GRAPNEL I 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH 1' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD 3' X 3. 26 GA C%ALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y/' MIN. SPACE FROM DRIP FACE TO TREX Y4 GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER'S DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 9. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHNG WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 02 4' POBITIVE DRAIN w9mr W.Ra (SHOWN FOR CLARIFICATION OF _ , _ _ , SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x-x-x-X EDGE INSTALLATION WOOD SHEATHING rzzzzzz"""" SELF-ADHESIVE FLASHING - - 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING a '1' O.C. MAX. U1RB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (1'4 A CORNER BEAD ® FRAME 2 1/2' CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R\CORNER BEAD � BLOCK v Y4' GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD WATER PROOFNG bt- LAYER (2 LAYER PEE I STICK) WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER—\ METAL LATH ]' THICK, 3 COAT CEMENT\ PLASTER — — \ WSELF-ADHERING FLASHING WINDOW FLANGE )LUMN SHEATWMG 'ATRER RESISTIVE AMMER 9 FATHER RESISTIVE ARRIER 4 SAP. PEEL 4 STICK y I ;•'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I N X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL DIED OF SEALANT, li• MIR SPACE FROM DRIP FACE TO TREX r- PEEL 4 Y4 GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 9m 3/4 RESILIENT HAT CHANNEL DIV TYPE 'X' DRYWALL WrtEXTURED 4 PANTED FINISH k THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHNG W SAF. 'I Jti'x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I JIV X 3. 26 GA GALv. METAL DRIP EDGE BET IN FULL BED OF SEALANT,V MIN. SPACE FROM DRIP WATER PROOFNG lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAM WEEP SCREED VINTL CORNER BEAD / (SHOUN FOR CLARIFICATION OF VINYL 'ABING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN !w/"r" 3PT.AgWTwrs1 WRO LAYER 52, FORT BUILDING PAPER1 METAL LATH J' THICK, 3 COAT CEt PLASTER f6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE - 1cJB CASING BEAD ® WINDOW ( FRAME, NO BAND) CLARITY) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER °2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER GCTI L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA#:0003325 �~ � o D m � D w Jill Q a 04 5 !;]ZE IXMDIV. Ae LOT: SILVERADO LOT #5 BLK #17 PROJECT 04128.60 -05171 MODEI4 4ENB "1751-NEUVILLE" GARAGE 11I7IING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B PRINT DAM' 10/09/19 8CALE: 1/4"=1'-0" 9iiEET WA3 WOOD SHEATHING WIRE, LAYER 91, STUCCO WRAP WRD LAYER 02, FORTIFISER 18UILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING VINYL ANGLED CASING BEAD DRIP GAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER e2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER K METAL LAtH THIC3 C\.OAT CEMENT PLASTER ------� FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) Y: GAP TYP j' THICK, 3 COAT CEMENT �� BEAD PLASTER �' THICK, 3 GOAT CEMENT SEALANT PLASTER To TRIM IX TRIM MEMBER METAL LATH METAL LATH o STUCCO TO ; SIDING TRANSITION WRB LAYER 4, FORTIMISER r BUILDING PAPER SIDING WOOD SHEATHMG 7. k T.�v, �♦ ; I WINDOW FRAME �..... —.._ _ WRB LAYER 02, FORTIFIBER WRB LAYER h, WRB LAYER N, i BUILDING PAPER STUCCO WRAP STUCCO WRAP i E-Z BEAD VINYL CASING CASING BEAD (W/�' FLEXIBLE PVC BACKER ROD) A. SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO WRB LAYER 01, STUCCO WRAP, CASING BEAD wRAPPEDAROUND FRAMING 1 S I MEMBER I (CROSS SECTION) 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING Wo �IcH \ MEMBER DETAIL BELOW EXPLODED WOOD SHEATHING FOR CLARITY WdATHB! RESISTIVE G41"Rit9 /----_____________________________ `��`__i _____________________________________________ DEER I�seISTivE SIDRdG / / \ FSERMG ___________________________________________________---- ` e' ELF-ADISaRl1G f °� THICK, 3 COAT CEMENT FLASWINS i �\ �HERRNaeTNI Ya' GAP TYP PLASTER ' STARTER STRIP / \\ \\ DER RESISTIVE '%'' CASING BEAD SEALANT TO WINDOW METAL LATH I 1 �� y e' SELF -ADHERING 1 � i FLASHROG ; GALVD FETAL \ °z•AtiLAAGNINS� ; WRB LAYER 02, FORTIFIBER rR°°H'1G i BUILDING PAPER ui3oDeiRRT°�°Ie I WINDOW FRAME WOOD SHEATHING OEB2 � i / ATE I SEAL GAP W/CAULICM \ / OR APPROVED SEALANT i SIDING TO STUCCO WRB LAYER "I, STUCCO WRAP ® BLOCK TO FRAME 9 TRANSITION 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, iiiwR�EATHRsG_ STUCCO WRAP WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE BARRIER 9 WRB LATER 02, FORTIFIBER XxAA'�"81DR BUILDING PAPER 0.,E AD-SHONG METAL LATH eTARIERSTRIP- " THICK, 3 COAT CEMENT PLASTER IV FLASHING CASING BEAD ® RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1'-0' BARRn HER WEATHER RAMER / 1 I I I -WRATH BARIN •' MN / �I 4 \\ MIK IER I TO LAP WMAABOVE TOP OF P PLA614HO RAAMER RESISTIVE / SEBMHER 11Ree1STIVE 4/ GALVD FETAL 'Z' FLASHING WSTIVE D LAP ETOP TR�FSTIBER WEATHER RESISTIVE DARRIER "I (Wvw PLEXIBLE Pvc SLACKER ROD) SIDING TO STUCCO \—IIEATHERREeISTIVE ® FRAME TO FRAME 9 TRANSITION \ E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER v I APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP •---------------------------------------------------------------------------------------- �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER el, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH X—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — G 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744076 www.abdoslgngroup.com AA N: 0003325 y o SUBDIV. to 1AT SILVERADO LOT #5 BLK #17 PROJSOT 04128.00—05171 MODsrt 4ENB "1751—NEUVILLE" OARAas BTaNO: LEFT PADS: WALL ASSEMBLY DETAILS 150 MPH EXP. B PIUNT 10/09/19 DATE: scALS: 1/4"=l'-0" S*ESST WA4 cw HOW~ AT 47' ANGLE MOPI ED 11, CUT N HOIE.RAP APPROVED NOUIELLRAP OVER ONFAT14NG OVER ED STD WALL STEP 1 EXTEND KASNINS MIN P NISLOW SILL \7/` PLeWx1ISLeLE 1LASHPIG DO NOT SEAL BOTTOM J \ PIN STEP 6 nulm FOLD-1 at •t FEA POW RN AT EXTEND SELF-ADNOW PLASHING P MI DWYCND JAM PLANING INSTALL VINYL CAP STEP 7 ALIGN FLASHING SV INT.EDGE OF SILL PILO. 1'E0IANSGALI.T PASTEN PANNED Boom (CLAP NAILS. STAPLES) WTALL DUPONT FLEX~ AS TH ILAMMNG AT "M "am HOUSeIRAP DOUN 4 TAPE DI.AOONAL CUT ACROSS HEAD Q UNDOIU IPPLT %, W OMAN AM" ANC IFPLY TO mcctu NA LAMM N M.PUNCH IDLES OR INSTALL S' WOE ADHESIVE BACKED PLEXIOLS PLAeHN MATERIAL OVER DRIP CAP JOINT (PROTECTO-WSAP eT-20)M a EOWV) STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS b1ftL R 18 THE CONTACTORS RESPCMISILTY TO VERIFY THE CCMF-ATMITY O ALL PRODUCTS HCLUDNG NOIISMIRAP, SEALANTS N SELP-ADHERNG PLASNM MATERIALS USED GIISNG CONSTRICTION 1. INSTALL ALL MATERIALS PER M~ACTURERS WRITTEN SPECIFICATIONS WA064�6t SEALANTS MAY REACT ADVERSELY P NOT COPPATELE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 0" POLLOWNG COMPLETION OF EXTERIOR RETROFIT WORD REPAIR SCHEME SHOUN SHALL DE IMPLEMENTED AT ALL UNNDOWS WITH EVIDENCE OF WATER INTR1810N BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OP WINDOW WITH SEALANT G-CJ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdoslgngroup.00m AA k: 0003326 0 IRE O h Q aVHDIV. do LOT: SILVERADO LOT #5 BLK #17 PROJECT 04128.092-05171 MODEL: 4ENB "1751-NEUVILLE" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B DNT A'=- 10/09/19 SCALE: 1/4"=V-0" 8*lzZT WA5 / \ VS' TENURED / V FINISH 0 WOOD, 1/2' TENURED FINISH • Cl1U x :. ...., i 2x6 SUB -BANS W/I'x4' NOTCH 0 METAL LATH x x x x x END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAPll� WOOD SHEATHING OR cm x x x x x x / x x x x x I — — WRB LAYER M, x x x x x x x x x x x x DRIP EDGE 6=00 WRAP(FRAME oNLY) i I\\ WRB LAYER "2, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x ! FRAME OR CMU I 1 /8' TEXTURED I\ FINISH 6 WOOD I \\ 1/2' TEXTURED \ 2x6 sue BAND __ (FRAME ONLY) ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x x x x % FELT PAPER \ d a FINISH a CMU \\ x x x x x x x x x x x x x x x x x x x x DRIP EDGE \� \� I I, % METAL FASCIA \\ WRAP Ye, FROM \ ©PL,�N B DRIP EDGE METAL KICK our x x x x x x x x x x x x x (REFERENCE POINT ONLY • FOR WALL OFF STUCCO, I' FROM \\ I WOOD WALL \ x SET OF COMPONENTS) \ \ X EXTERIOR WALL �r (FRAME OR CMU) \ \\ - = '' METAL FLASHING, WRAPPED MIN ABOVE . Y4' BOTTOM OF ` A,�� \ \\ -' DRIP EDGE `\ NOTE: NOTCH FOR 2X6 2x SUB -BAND \� SUB BAND ONLY ROOF KICK OUT REMOVED \\ W/14'x4' NOTCH A \\ FOR CLARITY END, WRAPPED IN \ �\ \ ROOF DECK (BEYOND) PEEL 4 STICK oo -ROOF CEMENT \ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ROOF EDGE OMITTED FOR \\ I ` it/6' TEXTURED FINISH 0 CLARITY `\ \ 1/2' TEXTURED /WOOD, SUB BAND DETAIL ® WALL FINISH A CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®E L E VAT (ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PLAN A 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 6'-S' O.C. MAX. 2x SUB -BAND W/JU 'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x �x X x x x x SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH IS END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN OU LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 o $ asLl _j aUHDIV. & i.OT SILVERADO LOT #5 BLK #17 PROJECT 04128.00' —05171 MODELt 4ENB "1751— NEUVILLE" GARAGE OMMO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B --- 10/09/19 DATE: BCAXZ.1/4"=l'-O" m*=zT WA6 39'-8" 4" CONC. SLAB TOP OF M SLAB N TE-1 4" CONC. SLAB Iw w� wl ~ i +-3 1/2 ~ I--_ — _----- — FM-12X18 — — — — ---� ' EXTEND— I 1.1 SLAB 1 1/2" I 2'4" 13'4" 10'4" 2'-0" 6'-2" .I I I. I o 0'-0" TOP OF X I� ,I o N SLAB LL I I I. I I I , � 21' 0" zz I , ,9 I • 4" PVC CHASE, , •I �" 20'-4" °i 19'-4" I I • L TEA I _ _ — — — — I °° X 5 112 EXTEND SLAB 1 112" 3'-0" 5 Ix I I 2 w EXTEND— 1.1 1.1 a O SLAB 1 1/2" FM-12X18 N _ _ _ _ I 4" CONC i �92 I IW SLAB � 4" 4" W I , LL IZ 3,-4" *3 1/2 I IN I FM-M12 J I 2 I• ---- •i� I -71/2 ,., I 1 , LFMC--12XI8 FM-12X18 FMC-12Xi8 4 11 L _ t.t IllFII FM-12X18 _ J 4 1.1 1. 2'-6" 16'-0" 2'-B" 5'-10" 4,_0„ 14'-8" 2V-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" - V-0" J2 I FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE i 0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'4", 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. I I.MINDICATED #5 BAR, E,INDICATES 08 BAR,WNDICATES #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 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx6 Wt.4xW1.4 OVER GENERAL 3 1/7 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 LONG FM_1208 17 CONTINUOUS 1S' - (2)#6s FMC-12x18 17' CONTINUOUS 16' - (2)#Vs VARIES FM-t2x12 17' CONTINUOUS 17' (2)#Us (-)V-4" TE-1 8" SEE PLAN 8" (1)#5's 001-al GG 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 wwwAbdesigngroup.com AA #: 0003326 0 U 1y S 5 av>Baly 1¢—st I.OT" SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODZU 4ENB "1751- NEUVILLE" GARAGE 8WING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B r- 10/09/19 DATE: aCAuc: 1/4"=1'-0" aFIEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z }} Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELLSEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND ',rrr� ' 1 D asT SPACING REQUIREMENTS t SPACING REQUIREMENTS 1 �v- `- GARAGE DOOR W U W 4 111 r n - `v FM W RECESS g7 (Z & Z 8" CMU WALL O to 6' CMU WALL I > I CORNER BARS, SAME SIZE AS BAR W W B' 'b Z I IN FOUNDATION WITH 30" LEG EACH 0 Iy U= §O 0'-(Y a WAY AT ALL CHANGES IN DIRECTIONS 41 TOP OF Sam LAB • TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ° CURB FOR < a a• EXT. PORCH SLAB ,, -; SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) - � -VARIES "' ^. SEE SLAB SCHEDULE TOP ll GARAGE I'I,° I� o o" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE tip. MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION 6' CHAMFER (2STORY) 16' EXT. PORCH SLAB 4" CHAMFER (1-STORY) I�y�,, �.'. 0-p•• JOINT (WHERE - #4 44• W/ 12' ISOLATION 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE JOINT (WHERE.' APPLICABLE) Z • • ie EE SCHEDULE#5 4. TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 36 f FOR MO, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' (N EXTERIOR MONO -FOOTING (n�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-V' 2 @GARAGE SCALE.y" '�' 3 CORNER BARS DETAIL �� DOOR OPENING SCALE: 3l4"=1'-lT SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN W 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING 2z4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP Na 2 STUDS SEE W O a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 2" CAPPED > N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 117W' WEDGE ANCHOR W/ Z' BTM. PLATE TO BE PT. GALVANIZED PIPE � D- SECURED W/ 2-PART 5 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PLATE PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY W/FLANGE ®BASE a EPDXY. MIN. EMBED EPDXY 6-12' EMBED. MIN. 16" OC � < 8', UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16' O/C STAGGERED. ADDITIONAL METAL b Q 0 FOLLOW ALL MANF. AND TOP PLATE ANCHORS WI CONNECTORS NOT io y K SPECIFICATIONS FOR I ,Od z 1 12' COMMON NAILS REQUIRED WHEN NO _ USE AND FILL ALL HOLES, DO NOT USE UPLIFT IS PRESENT. SECURE FLANGE TO m PREPARATION OF 10d x 3" W W SLAB W/(4) 1/4" X 21/4" Z X HOLE. SEE SLAB SCHEDULE SEE SLAB SCHEDULE TAPCONS W Q Q O Q- T TOP OF SLAB P OF TOSLAB 4" CHAMFER (I -STORY) . ° �` 4a. • -� .1T4 6' CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY 5 BOLLARD ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL scALE:3a=r-a' �� MONOLITHIC FOUNDATION p 8 7 SCALE:34"=1' Y' (W/ UPLIFT) 6 SCALE:34"=1'-0 (NO UPLIFT) SCALE:3/4"=,,.�• LAP TOP PLATE A MIN, OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING Z Z g STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 0. CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO Q a SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 0 16" O/C STAGGERED. ¢¢ W W ADDITIONAL METAL m U U 'a� CONNECTORS NOT REQUIRED (L N Z W CMU WALL WHEN NO K O 6' CMU WALL O m UPLIFT IS PRESENT. +- as TOP OF SLAB 4' TOP OF SLAB _ TOP OF RI AB SEE SLAB SCHEDULE g I• SEE SLAB SCHEDULE "ISOLATED' COLUMN PAD SEE SLAB SCHEDULE Z W 4 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. O EXT. PORCH SLAB #3 16' in U < W/ 12' ISOLATION 6' CHAMFER (2STORY) a 1a 4 CENTERED UNDER WALL AND JOINT WHERE #4 ( • Z_ 24" 4 POURED MONOLITHICALLY WITH APPLICABLE MATCH STEEL ) #6 30" FOUNDATION AND SLAB REINFORCEMENT 6' PVC CHASE SEE SCHEDULE 4 - - SEE SCOR HEDULE PER SCHEDULE T HRU FOOTING #7 42" 6' PVC CHASE THRU FOOTING FOR WXD, BAR SIZE .T . / R SIZE AND BAR QUANTITY ✓ QUANTITY AND BAR MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE ITE NRIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- AND BAR QUANTITY PVC CHASE 9 FOOTING AND COL. PAD THRU FOOSCALETING BQALE:34"=''�' (NO UPLIFT 10 1 � E.34-,-0 i N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngmup.com AA M: 0003325 0 ._J BUDDIV. ae Lo SILVERADO LOT #5 BLK #17 PROJECT 04128.092-05171 MODEU 4ENB "1751- NEUVILLE" OARwGE swING: LEFT PAGE: DETAILS 150 MPH EXP. B RINT 10/09/19 DATE: sCALx: 1/4"=V-0" oFIEET S1.1A 2'-2" DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-S078 FAX 407-7744078 www,abdesigngroup.eom L AA M: 0003325 Y 0 U munDIV. as Lo SILVERADO LOT #5 BLK #17 PROJE 04128.CT00�-05171 MODEIe 4ENB "1751- NEUVILLE" GARAGE OWING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B r ARCHTE-M, 10 PMNT 10/09/19 DATE: 8CAI.E: 1/4"=1'-0" SHE= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK -GROUTED BOND BEAM #5 BARS D i .. a b CLEAN OUT REQUIRED Q FOR INSPECTION A • I ' TIETERTICAL REBAR �.� TO HORIZONTAL - -a: REBAR W110" HOOK BAR SIZEI 48 BAR DIA Zx #3 18 O #4 F M U #5 30. #6 36" #7 4Z' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-lY' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 mmabdesigngroup.com AA #: 0003325 O � m a�8gilll BVHDM & LOT. SILVERADO LOT #5 BLK #17 PROJECTAIII 04128.002-05171 MODEIA 4ENB "1751- NEUVILLE" GARAGE 81RIJG: LEFT PAGE: DETAILS 150 MPH EXP. B 1'o 10/09/19 aCAL C: 1/4"=1'-0" B*EMW 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 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE A DESCRIPTION REMARK 1Q 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 fc (psi) SIZE WXH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 1 SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST 5 PRESTRESSED U-LINTELS CMIS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PL LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BUB 4ra45 eFlaee F/o 44e w204a aPWn erm4" VU46 TYPE LENGTH BUS 8Po RCI,SI TYPE LENGTH "414T mam evna rim WIS-17 amoxr VIMIT roar a24-,T wam WWT N9em M-&IT Van Y4 (41') PRECAST 2231 r4 (4T) PRECAST 1025 1024 1698 34 (12') PRECAST ,w 2w WN 4aW w eat w 1w aw w1 4M an ml tm, 4'4' (4S7 PRECAST 195E 'M (4S) PRECAST M 783 1309 4'4' (48') PRECAST 1w aloe aw 3We 4w ew ew ,w 2w ew Wte 4w ew SM P4' (641 PRECAST 1699 'Wr (64') PRECAST � SIM 1073 V4r (549 PRECAST ,am 3M arm acre 400 4711 m7e ,am 2w VV ame 400 4711 taro S4' (84� PRECAST 1217 F-V (64") PRECAST 411 411 746 S4' (84") PRECAST ,We m ate aw aw wt 4m ,Ore IM 2218 2Me aw w, 4w 5-IV (70') PRECAST 1002 FAA (77) PRECAST 840 39B S18 5-10" (10') PRECAST w aan Nm am 4w w w7 aw 2w arm am 4/0 94' 1789 PRECAST 90S V4' (?') PRECAST W7 721 400 V4' (7S) PRECAST pe MW tmtt w "a 1w 2w t01" nW 2712 T4' (BO') PRECAST 713 r4' (101 PRECAST 424 534 303 r4' Mn PRECAST rn we a2n m rn 12a4 ION am am am wil VW (112') PRECAST �{ VW (112) PRECAST 320 512 230 V�4- (1121 PRECAST w 'w 11 1474 1W 21n MM eW an 13/e /w ,w ZIN 2e10 1014' (128) PRECAST 4" 10'4' (12r) PRECAST 2B4 401 180 IV4' (12r) PRECAST w m w tine 101 , 2m1 M w 1w IM ,m 2w aw 11W (135) PRECAST 382 11W (13n PRECAST 200 462 154 11'4' (13r) PRECAST t74 w w ,We1n let IM 4W w /f7a tw 7W6 atn 1r4' (144') PRECAST 337 1r4' nM') PRECAST 2M 402 137 1r4• (144') PRECAST 4m 4W 7H w „ ,w 4M w w 1w 2me 13'�' (180') PRECAST 298 13-W (1SVI PRECAST 217 324 110 1r4• (180� PRECAST ae w 4m Tee w 1 tm w 42e lee „ae $4t IM 14.4' (16" PRECAST 279 14'4' (1W) PRECAST 206 293 100 14'4' (16n PRECAST w 7°° w 7x w M. ,m 410 40 717 tw tw 14.4' (775� PRE871iE88ED NA 14'4' (17S•) PRESTRESSED N.R 254 91 14%r (176') PRESTRESSED w 2N aW w m w en w w en ,e tlat ,7Was 164' (184') PRESTFO ED NR 1ST' (1849 PRESTRESSED N.R. 250 83 1B�' (184, PRESTRESSED m m 313 w 4M ale en w w Wt 1w 1r.r On PRESTRESSED N.R. 1T-V Wn PRESTRESSED N.R 194 64 74' (2 n PRESTRESSED ,n III m w 4W w Ol 710 w t 7ee tnt On 1473 I" Mn PRESTRESSED N.R. 1V4' Wn PRESTRESSED N.R. 148 52 1V4' Mn PRESTRESSED in 1w w w w 4S 447 w w WI W7 747 1n7 21'4' Mn PRE87REBSED N.R. 211 RS89 PRESTRESSED NJL 125 42 21'4• iMn PRE8TRE88ED 14z 14t aW m a7a US w m w 721 on w w 1w 2r4• Cd54) PRE871dS8ED NR 2r4• �4') PRI'.S1RE88ED NR 116 40 2r4' w) PREBTRC,88ED /27 IV 1n m m w atS Wa w w w w w w 24'4 { PRE8T�8ED NR 2Y4 Mn PRESTRESSED NR 91 33 24.4. Ob51 PRE61PE88ED ,W /a1 ,>, w w 3" st2 4Po .» w 47 7m w w 729 w w 4W w 1w tm (a) THENUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TARUW BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MIMMUM C OF BEARING PAST EACH SIDE OF MXM OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE A 1"128.03 0��00 oo�mmo Omd000� 0m00000 mo®�rom� �omomoo ®00�00 mmomoov �m�0�00 �m00m�../1!1Q1 oa�moomo ommooc�+Q! G70�0©m0 oomom�-ter_! oomoo©v oom®o©o oomomoo Dim©m�0 ©000000 ©�mOm00 0�00�©O ODD©ODD DDDD�DDi 00 �0000 8F18-1T/OMIOB � w � � � � � � .� — .".- �8F18.1T/OM/OB 8F18-1TIOM/OB 3 t • "� GT $m .... K..A AF24-1Tl1 MIOR" «, — — I.a PROVIDE B81 WHERE ROOF TRUSSES BEAR. TOP OF WALL i t M1 t ( x 1 N,F e 1 a 8F72-170M 9 t W € 1 b 9 ( 1 �8F�18-1T/OMI08� � 8F28-1Tl1M/0B LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REA(iAN BLVD. LONGWOOD,fL32760 PH: 407-774S078 FAX 407-774.4078 wwwabdetaigngroup.lom AA M: 000332E J 10 `z, dV F i J y1 aysa:v � LOT: SILVERADO LOT #5 BLK #17 PROSECT 04128.001-05171 MODELi 4ENB "1751- NEUVILLE" 0w><sw4ss awnTNa: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B STATE DE, 1 � AR NO M Dw 10/09/19 aHEET s2 #5 CORNER BAR W/ 3d' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*HClOK NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"xB,1#s 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING* ��\c` PLACE STEEL HEIGHT. \AO REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG� AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. OJT 8'k16" dp / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM `- / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 3, 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 05 RHO 8x16 DBL BOND TOP OF S EBEAM W/ ACH COU1) #5 BAR BOND BEAM RSE G 8x8 BOND BEAM TOP OF W/(1)#5 BAR .L; BOND BEAM F =FILLED W/GROUT .\Y\O� U = UNFILLED GROUT SOLID FROM OF #5 B NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S, IN' BOND BEAM BEAM COURSE SEE NOTE 5 1�Cl/// I� o BxBPRECASTCONCRETE "�\�-`Q 16-1T/11Y11 O 5 �f� LINTEL W/(1)#6 BAR (L2) P9 �Q NOMINAL—�� MASONRY LENGTH OF BAR = WIDTH OF CORNER P1 HEIGHT # OF;tlS'S, TOP s OPENING-2' BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=T-d' THAT XFXX -1T/1 M/08 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0" AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS p OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION ZA (MIN 2 X 3)1J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") W FROM EACH END AND AT LOWER ELEVATION 19" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON :.3 1/4" PRE -CAST _4 OR DRIVE PIN (MIN SHANK WINDOW SIZE. 145 MIN HEAD SIZE .300 SILL i MIN EMBEDMENT 1 1/4") 8" ;p SLOPE FROM EACH END AND 1B' O.C. MAX. MIN 1-1/4" `LSD M EMBEDMENT g? 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 19, O.C. MAX. MIN 1-114, EMBEDMENT MIN. 2-12tl PER BLK. EA END TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL CORNER BARS AT CORNER STEP 3 SCALE: 3!4"=1'-0' 4� SILLCONSTRUCTIONARCHWAY SCALE 11T=1'-0 FRAMING DETAIL CJ SCALE: 3/4"=1'-d' PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I — SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM s II I II I U — II il 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. I) / ENSURE THAT PIER GROUTS BENEATH STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" �� SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN EllLONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AAA: 0003325 ai 14 tMDM de LOT: SILVERADO LOT #5 BLK #17 PROJECT 04128.00f-05171 MODEU 4ENB "1751— NEUVILLE" GARAGE SWING: LEFT PAOE: DETAILS 150 MPH EXP. B r ARCMEaTt PRINT 10/09/19 DATE: 8CALM 1/4"=1'—O" ssEET 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" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, TRUSS MANUFACTURER! ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdoslgngroup.com L AA N: 0003326 On F q [L V IL BUDD:v ae LGT: SILVERADO LOT #5 BLK #17 Ppto T 04128.00I-05171 MODZIU 4ENB "1751- NEUVILLE" OARAGE BMWO: LEFT PAGZ: FRAMING PLAN 150 MPH EXP. B ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFAVALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # 1175 UPLIFT USP "ROOF/WALLIFLOOR WITH (9)10d x 1 117NAILS TO WHO tOd SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE TRUSS AND ( x 21/4" x FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #22006'X4'-0" TAPCONTRUSS CON P HTA16 TRUSS ANCHOR WITH (8) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d IN EL POURED LINTEL POURED 10d x 1 tOd x 1 1I2" TO TRUSS. FLk17680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 6' O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY # 1900 UPLIFT (2) USP 10d x 1 12" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR CONNECTOR. HTWM20 INSTALLED ON OPPOSITE FACES OF PRE-ENG TRUSS OVER TRUSS (NOT SHOWN) FL#17680 BLOCK WALL W/1010d TO (A) USP LUGT2 W/ (5)1/4'k3" POWERS TRUSS AND (4)1/4" x 21/4" 1x2, 2x WOOD FASCIA WEDGE BOLT& (16)18 GALV. NAILS TO TAPCONS TO CONT CONTINUOUS BOND BEAM SEE ARCHITECTURAL TRUSS (2PLV) #FL17240 (NOT SHOWN) POURED LINTEL 2x SECURED WI (3) t6d (8) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD WEDGE BOLTS AND 312) 1x2 SECURED W110d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA W 112) WS3 SCREWS FL#6723 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 1T O/C FOR REVIEW 2z SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED ix2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12, O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, 1-1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, LA310L8S (2 STRAPS) TAP CONS MIN. 7' COVER 2' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1 b scA 34"=r-a' TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b CA —v 0 3 -1 GIRDER CONNECTORS) SCALE: 3/44'=1'-0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ®EA. TRUSSES WHERE TRUSS AG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) R-O" O.C. (AT SHEATHING '- SEAMS) 00" TO W-9- (1) -W- BRACE 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE - (1)'X: BRACE 0 CENTER TO BLK W/ 1/7' DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2(4 SECURED W/ (2)10d'66 EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END NOT USED PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 6 NOT USED 5 NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114*D HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5•D SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >516, AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECTTO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/51) D.L. STUD NOT USED NOT USED 9 10 MATERIALS STUD NOTCHING 84AJTERNATE AND BORING LIMITS 8 SCALE: 1 SCALE:34"=1'-0 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77446078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 0 Ma�i • OO UY J BtMDIV. & LOT SILVERADO LOT #5 BLK #17 PROJECT 04128.092-05171 MODEL. 4ENB "1751— NEUVILLE" GARAGE 8MING: LEFT PAGE: DETAILS 150 MPH EXP. B CT 110 ROUND A D � 10/09/19 8CALE: 1/4"=1'—O" BUM= S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-U' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN , W/ 12" DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY S' 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)1Od's C EACH TRUSS TO BE INSTALLED 0 10'-9' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 y � 0 c 8UHa2V. & LOT SILVERADO LOT #5 BLK #17 PlmOJSCT 04128.60 -05171 moan* 4ENB "1751- NEUVILLE" GARAGE aQINa: LEFT PAGE: DETAILS 150 MPH EXP. B CT/1 0 mm DA 10/09/19 BCALE: 1/4"=1'-0" w*=mT S3.1B F �F (NBLE-ENO HIP ROOF x q �F ROOF WIND DESIGN PRESSURES NET (GROSS) A 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: ISO MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1(Y' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 CDX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK 21/7' 0.120" 170Dpp RING SCREW SHANK (16-20 RINGS PER INCH) Sd SCREW SHANK 2 1!Z' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL &TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/7' CDX OR 7116" O.S.B. PLY WITH 81 RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND SO RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Sd RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES Z 2: 9 m LL N O . D . Y Z O J � Z CO W Y = U TO 0 0`v Z w M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING mmmm�If 1111111 �� 8d RING SHANK GUN NAILS W O.C. IN FIELD CSd RING SHANK GUN NAILS D 17' O.C. IN FIELD or Bd x 2 1,7SCREW SHANK PNEUMATIC SCREW -NAILS G 17- 0.S,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE SIT.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE B%AIR ENTRNNED CONCRETE EXPOSED TO EARTH ORWFATFER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3l4'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Sth EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, SUILDING CODE REQUIREMENTS PROVIDE B#pL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS OtICROUND NEW INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF 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 DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVETAPE. 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 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS' MINIMUM NAILING PER FBCR 2017, BtN 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 ARE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. 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 OF AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE BO IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, ANDD SHALL BE HOT -DIPPED GALVANIZED. GRADE 80IN 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 ACCORDANCE WITH , "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:,N:, AND "TPIMITCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND 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 psf TOP CHORD -nonconcorre t REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD H1OnSOrlw nt A5 BAR - 3W 07 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58 1 1982 15 psf TOP CHORD 20 psf TOP CHORD (7 PSI w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 740 (FBC R2017) EXPOSURE B, RISK CATEGORY IO RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH UNITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pSf, 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: 40pEf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VE�HMICLE GARAGES: 50ps1, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BV A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ASCE SrTMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS HILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SILL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SILL 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 TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 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 3I8" 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIOW SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Ps( 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 GRADE SILL BE COMPACTED A DENSITY OF AT LEAST THE SILL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO REMOVE M MAXIMUM MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-ISSN. TREAT ALL ACCORDANCE A 7. THE 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 REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,5D0 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,DDO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C 84 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE AVUGMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL ITIS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SNALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER I_%2* FOR A5 AND SMALLER 2' FOR 66 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS I-1? FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 kW FOR ANGLES, PLATE$, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ku. STRUCTURAL PIPE SMALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 lol. 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 TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGMxI SIZE TYPE BPAdNG AFPLIGTION SIZE TYPE I BPAbNG RE- PT O CASE HARDENEDIXxL B. GARAGEDOd3BUC1t I'— TAFCON MA6dIRY 90C /S EMBED.. x`ENDd6i., MA9dIRYICONC. NNL „?LONG, TO M�BONRYKUNC NO WASItER FASTENER 1'.._EdST. SGD,A EXT DOORB CASE WIRDENEDCdL B"CIC WINDOWYDOIXtI FABIENED GNNGE DOCK EUCK 1 dAW/ EXPANSION BOLT 24"CYO x'EMBED..,"ENSd6T., UPT.SEENOTES NNL 11Y1 LONG. BTAGGERED INTOMASONRYICONC. TO MASQNRY,WNC. WARMER SEDGE NISI. WIND0IN &KN CASE HARDENED CqL B"0.0 W1NDOlWWOR/FP9TENEo MET STI A TO CONTACT THIS ENGINEER FOR SPACING ,x PT,SEEWTES NNL „R'LONO. STAGGERED INTO MA90NRYICONC. MA90NRYICONC REQUIREMENTS E%T. SUMNOOOOR (ZI3I10'dA. "igPCON QC Iff2'EMBED, 4'END. NON -SEARING WOOD ll EXPANSION 1"EMBED. i'EID &1CK Pi, SEE NOTES NO WASHER FASTNER iS dST.,111Y' EDGE dBT. WALL iO CONC 9lPB WI WASHER BOLT NdG DIS1,9'EDGE d6T. 3 PT WINDOW DUCK 0.138°PgFx3,,Y 1' END NOTES .DRT,it/Z' P TO STEEL COL., SEE W/WA9HQ3 STAGGERED EOOE dBTNOT 1. STTAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX, 407-774-4078 www.abdesigngroup.com L AA N: 0003325 O O Y Q �QZI E J � o ,�J3 a BUHDIV. AC MAT SILVERADO LOT #5 BLK #17 PROJECT 04128.001-05171 MODEL; 1I 4ENB I 1751- NEUVILLE GARAGE EWWO: LEFT PAGE: DETAILS 150 MPH EXP. B 0cir 1 PRDdT 10/09/19 DATE: aC , 1/4"=1'-0" iV a SN1 7130