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HomeMy WebLinkAbout7153 Boxer Round Pl99 91828-4EBB-CAL19 HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 v P�S�'jp,%p,G GOMP GapE, FtK SHP�L U1�p1NG S P���IO OFt10p8 GOOEG GORESPH�RHIU- Np'f10 OFPIS? ZS ORO�Ncps Q T®i: (813) 740-9720 Fax. (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .Mom MMMG ©Dtu, L ABV. ABOVE LAV. LAVATORY DESCRIPTIOx DR HORTON HOMES 12602 TELECOM DRIVE FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 am LIJ%F1�LDx ( � LAICAL AMD BRATS GWibL8 •OCCUPANCY - RESIDENTIAL GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult-150 MPH Yesd=118 MPH -EXPOSURE — B •1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES A/C AADJ LT. AMP. BD. CL cAB. CLC. CLR. CONC. CPT. C.T. D DBL. D.G. DIM DIM. DISP. DP. DA D.S. DTL. D.W. E.A. ELIE EQ. EXH. EXT. F.GJFX F.G. FIN. AIRCONDITIONING ALTUERNATE AMPERAGE BOARD CENTERLRdE cABINEr CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIMENSIO DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FLOOR LUM. MFR MIN. M.T. MID. MIL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. P.T P.T. A PAD. RA. G. REF. RM. AO. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. STD.L LUMINOUS 'MANUFAACCTC�ERET MINIMUM METAL THRESHOLD MODNTED METAL NOT TO SCALETAMPA, ON CENTER PROPERTYLME PUSHBUTTON PHONE PLATE PLYWOOD PRES PRESSURE TREATED RISER RADIUS RETURN AIR ORAL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING STANDARD GLASS CD'S ISSIED•AM ARCHITECTURAL SHEET DESCRIPTION eonRic u•DATE PG Cl—COVER SHEET GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Mi—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED LDATE CD'SRE-151ED 81DNG ELEVArlONB ADDEDPG cD6r�•roe1aFD �� FOOTMGREVI6IQIPERMBOREB OK/VIS CDTSRE-D o2)Dn9 ADDED cumLEeeFoorERArrnan�EOEraLtFORTmF�� 02R2)19 PLAN I'1ANTENAlk:E 03"" REVISED LWEL Slip AT FROW ETITRT DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, I.I.C. 0144/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UALL BATSON (MFJ.B.i SQ.FT. CALL. S OM4A% REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELD) 0iA2A8 ADDER'EXTERIOR MOW DEEP FDOIER'DETAIL 12SAA(On) RYG LIV1.028 Sp, FT GARA 430 eat. FT. ENTRY 16 SCi. FT. LANAI eB SG. FT. TOTAL 2,362 Sd FT 06A3M ADDED LED LIGHTS • WTOIEN 4 BATH PER MAW, DOMES 0VI9119 ADDED STONE OPTION ELEVATION C 1 D (TAMPA) oanug EL.EVATION'G' BIDNG-ADDED LOUVER • f'� F ROOF 045/19 ADDED ppT. W-V CELW, WETS 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHMRWALL SECTION PG WA6—WALL ASSEMBLY DETAILS PG LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 F`TG.IL GA. GAR. DISP. FOOTING °OR GAUGE GARBAGE DISPOSAL TEMP. T.O.C. T.O. THICK TOP OF CURB Fax: (407) 774-4078 °P''' GL. GYP. BD. H.B. H.C. RDA HOT. OR HT w;"L INTE° RUPTER TC11OU`T GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INN OR To. T.O.S. TYP. U.N.O. V.P. W. W/ WD. Wie W.L TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH W SW WATER HEATER WROUGHT IRON STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL IfAHlI17Y FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.IA—DETAILS IN NEED OB�PO�GAS@O�SONIN ORDER TOUILDTHIS PROJECT BASED PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE 19 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lA—DETAILS PG S3.113—DETAILS CLARIFICATION. PG S3.1C—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI s IN WRI7TEN/DRAWN FORMS IN A TIMELY PG SNl—DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON9TRUCT[ON RASED ON THE DRAWING SET. 1441N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.wm AA S: 0003325 BUDDIV. As LOT: SILVERADO LOT #7 BLK #18 PIRO'T 04128.001-07181 MODffiL• 4EBB "1828-CALI" OAP.AOZ SWINO: LEFT PAOLI COVER SHEET 150 MPH EXP. B r , 0 rw A�TIL' 12/03/19 CAIL M: 1/4"=1'-O" HERT 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 R301.2.12. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES 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 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR 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. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTEROR WALL COVERIM 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 FINUM I, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FItE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE 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 112" 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 MANUFACTURERS SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdosigngroup.com AA S: 0003326 w a S 4 WII aUNDIV le LOT". SILVERADO LOT #7 BLK #18 PI%OJWT 04128.001-07181 UODEXA 4EBB "1828-CALI" GARAGE BWD90: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B 94- 39'-B' QI////IIQ�!Q[Q o Q - - - r n - r 0 / i i r � r - � - r p ON'! rl _ i - O ® - ■ = mi _ _ l-r7gq�= oPER SLOG. ! oI i l QUAGE �® o '. rl :I ;al'!1 ail atQ i 11113 - ! 0■ �. EGRESS�I QIUIIQ Q'I//I�o �i of/////FQ QII/////lio I 'lunnmm FiGi/3JLILNIili •yJ� 0� 0.� � JOB SQ.FT. CALC. S LING 1028 Sa FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. Fr. LANAI 88 ea FT. TOTAL 2,362 Sa FT. wasl�aw a°eEcaoG�'°1OBueIB 0F[/IOB Sam EIE VOWNSDPA FORM ANDTLFE FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA BAD. MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. 112 9 20A/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=IL, EXP.-B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM OA DBL. TOP PLATE 9 i.1 ABAR DETAIL BCALE: V2'•I'-0• s 9 DIM. VARIES ARCH DTL. Iw000mto0n4�e1 SCALE: 1/4' ■ I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENMG8 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' f35 MM) IN THICKNESS, SOLID ORHONEYCOME-CORE STEEL DOORS NOT LESS THAN 1 3/8' (36 M"I) THICK, OR 20-MMUTE FIRE -RATED DOORS. IF I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 F44: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003326 4D $ g o O a SUEDIV. Ae LOT SILVERADO LOT #7 BLK #18 PROJECT 04128.001-07181 MODEL: 4EBB "1828-CALM" GARAGE OWD90 LEFT PAGE: FLOOR PLAN 150 MPH EXP. B FYPON LVIIX24 / OR EQUIVALENT I I }I 12 FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FDCR R103A SHMGLE ROOF FYF'ON DKTIIXII OR EQUIVALENT I' WVX62' FYPON 45DECORATIVE SHUTTERS, OR EQUIVALENT ITYrn 4' RAISED DAND (TYPJ o&-V FIN. FLR OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT AREA OF ATTIC - 2364 SCL FT. NET FREE VENTILATION AREA REQUIRED V300 REQUIRED VENTILATION AREA • 2364/30D = 7.68 VENTILATION AREA SQ, INCHES PER FT. 1144) - 2134.72 SCL IN. MIN. REQUI RED VENT! LATION • .5% 113472 IN UPPER PORTION OF ATTIC 967.36 SO, IN. OFF RIDGEVENTRATION AREA v 115 SO. IN. FERVENT 567.36 /115 TOTALIOF VENTS REQUIRED 493357 TOTALIOFVENIS PROVIDED 5 -AREA OF ATTIC ISTHE PERIMnER OF THE HOUSE, LESTHE OVERHANG DMRIOROF WALLTO IDMRIOROF WALL, NO OVERHANGS INCLUDED d,8'-8' BF 3. HGT. MIEN WE Lots, VA all OFF RIDGE VENT REAR ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH 3'-8' BRG. HGT. 8'-8' BRG. HGT. 'a M1 0-O'F— I�— - — - — - — - — - — - — - — - — - — - — - — - — - ----------------------' - io0'-O'FIN, FLR LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH OFF RIDGE VENT 8'-8' BRG. HGT. OFF RIDGE VENT .0' 'a H 0'-O'FIN.FLRi. _ _-_------_—__--_____-- n _-_'_'_'_--___—'_' RIGHT ELEVATION WALE. 1/4 . I'-0' TEXTURED FINISH - 2 I\ a 1,_4. �c I DECO. DTL. A sGALE: 1/2 . P '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 wwwabdeslgngroup.com AA s: 0003326 o S MM aaDiv. ae Loz' v SILVERADO LOT #7 BLK #18 PItOJOCT 04128.00 -07181 MODffiLs 4EBB "1828—CALI" GAMALGE OWING: LEFT PAGO- ELEVATION LF DFT 150 MPH EXP. B ARCFrTECP ffr*M OF PLORDA AXNWOQWG ���� D � 12/03/19 aCALM 1/4"=1'-0" 811MET A2 D Ir 1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DSY CUTLET 20 AMP SINUS POLE RIM OUTLET IIOV OUTLET IO OF OTLET NIOD TO SWITCH �GR INV OUTLET Emmm MINE) PAIL NTEEPTER RAN'E•ES ElOMTAM TYPE) 220Y OUTLET (4) A CONNECTION EXT WATElEDOP OINTLST ORDID MILT NT[ORPIER WATCH WArcH SWAY OPER. WATCH 4-MY OPER L r-o N'NDUAED LW CEILING LIGHT © LED CLO LIWT ©VP LED VAPOR PEDOP LIGHT O VP VAPOR ROOD LIGHT O CAN eVENT. PAN I CPM PER SO. A. VENT.PAN sWLIGNNr I --an Pr. V (sPlrw TOD sY 2ALLB WRAP ® AROUND (R!L D) cnllw�ACE ItiTJ A/SOLSD 2' FLuopmSCEIT KAWIROQR 8 LOW Q PANEL METER SMOQ OrroalOs pn-� ELLdssoEmE r1� U S•YL MOLKW Oplam DETECTOR San. SAa Ar SILH R ®SAW DETECTOR TED cases SMALL A E a Nor LOW THEM4' MDCWV Law IJ� NATURAL OM CUTLET ► TELEPHONE JACK A4 EPD W-K 1J JI)fAM .We CQO ITION- DIStatCCT TELENSON JACK COL Doc IISOAM TO SE UNWONTED IN O J-DOX P�UNCSO SIG( POOR SON CELSI6 PANLINT gLws TO M US4.ORTW N AGCORDANCS WV SOX MNEKED A6 UIGN POE. INSPECTION p�ppJ 24' INCANDESCENT LOW STRIP nn nnng Iw• INCANDESCENT LIONT STRIP 4v INCANDESCENT LIGHT STOP ROOD LIGHT we OPT. seemly KEYWAD • PJ0. PVWUUTTCN POS CNMp uM PORT • LOCATION OR N JACKS 4 PHONE OUTLEM 4 PANS TO Be vfltlPIED a HOI'EOU ER PRE -CONSTRICTION Meen4G • ALL S 4 20 AMR BRANCH CWECWM TO SE AND PALLT PROTECTED PER ELECTRICAL PROVIG!" OF MM •T4i EDITION (2ANV A 21 EDITIOX "CSSNfe4 • 20 AMP AAMM IT. DlDIGAT® J. J. • CA P OLAND (NOT ON KITO#1 CIRCUIT) • DIMUNSIER DIWC "GOT TO SE LOOKOUT N PANEL • SATHSOOM EXHAUST PAN TO HAVE MN CAPACITY OF N OM NTERTITTEiT PER ELECTRICAL PROYMONS OF SECTION MSOT! M ATH ®mo+ [2/M1 • LANDRY ROOM IECCftff EW.L W ORdSD PALT CIRCUT-WEIVU-nM PROTECTION POR PERSONNEL ON PNEOM • ARING PETNOO SHALL = NCH PETALLIC CABLE PER ELECTRICAL FICVEIONS OF ®cJE rtH ED r2eni • ALL WOK TO COIPLY WITH ELECTRICAL L PRD,nNOS, OF TEE PSG! ATY tD (2SM1 • u I �M1Y R! RG1RN bT' •" nNs Yb TK d• LIOHTN6 MMt SE lLE6Y 9PIO®lT TTW! P!R OWNER'S L' `J PRE -WIRED \\ CLG FAN \ LIVING ROOM C`. 1) PRE -WIRED` PRE -WIRED �'' / J CLG FAN WP / L; CFI— / 11 DINING 1 m I ROOwo I y,"6• I I -- -WITCH IN UU ------ c--- CA15MT Q. — \\ --------- BATH 1 WI.C• OR L _--- _ L GFI / \ i e wi BDRMM.. #4/ PRE -WIRED CLG FAN OUTLET I SINK \ / FOR DW HITCHEN / Di GFI L „-"-� I ---- I RANGE / OFI 0 GFI / I I Hoop u FU TTURE I g II I LLW I J c`. ,7 ��• iii��` I I .i[YiSiLaisr IRA I"t'YI II / AN 60LLARD I— 1 / / AS REQ / PER 6LDG. LADE WALL MOUNTED / LIGHT WI WITC 4 IN / I ATTC / aa 1/ 3P44 / GFI METER OUTLET -KEYL SS FIELD FIXTURE VERIFY IRRIGATION OUTLET 0 49' A.F.F. COACH LIGHT q► v O � :ICE 1 � ELECTRICAL PLAN SCALE• 1/4' a I'-C' / I CEILING MTD. LIGHT c TO BE I L INSTALLED, PROVIDE J-BOX FOR OPT. PAN \ ----�/ LED LIGHTING @ SINGLE LAV, / BATH ►2 I I � I I I I a I I I I � I I L 1 I _ I LED LIGHTING C� DOUBLE LAV. OWNER'S BATH EL77®E00� m0�'• 0®® Emu PANEL -A orms 113101 ®oo�mo ®ooz,c�e�mm mm�oo® moo® ®amoIIIET>. mllom�IIIE�m m m0���� ®om;>r�om ®Esm�om mI®�oNSIN® om•*-��oo® ®o© mm ©W® mom ���:����© EEEEIEEEEIEEEEI�NLNi EE4•©E®ESE ELM E�s�ssT�.PEGNEP I= �asTssTs�' OEM�� �sTs�ssTssT� ...... .... EEC EEa 0 ISO AMP ELECTRICAL RISER NOT TO SCALE. MORAL NOTES, A ELECTRICAL MATE IA A AND NSTALLATIQE SMALL COMPLY WITH ELECTRICAL PTSOVSIRE OF THE I' EDQ�4,(2G17L LOCAL OCCDCG, AND ALL LOCAL POISE PRECAMRNIDM S. ALL eGIDIIGTGIss SMALL SE TYPE THHNnl-M U IASS NOTSD OTHMOMM PROVIDE SIP AMP, W440 VOLT, I PRAM SECO DAIM SLECTISCAL SERVIa. PROVIDE S '1 COPPER (00 N I-v'r DIA &CHIN)LE SO PVC CO OW OR PROVIDE S •bIS AL"AM (AL) N 2" DU SCHEMA M PVC COOWR ULESO SERVDE S PROVIDED BY THE ELECTED COMPANY. QOONONATE WITH THE ELECTRIC COMPANY P'IIOE TO SD. PROVIDE YNO OL THEN • 1% Cu IN2• CCNDUT OR S 4AO AL. TIAN • PS OI IN2. CONDUIT. (CONDUIT TO TEIINAM ABOVE SOFFIT a OyOQwANGJ COMCWMTION SERVIC:! M AFP DISCO IOCT SWITCH AND SSM40 VOLT M ELECTRIC METES IN NE1A 2R INCLOOLM PAM>d iOAOP TELMI" soma GAOL! TEGVISON W EMIT y y GOYNI!•Ir INTERSYSTEM MONDNG TEMNAL AT LOW YOLTAW CONNECTIONS I'A CU SERV= GROUD CONNECTED TO CONCRETE ENGAGED POOTER STEEL FOR SLACTICAL PROVISIONS OF THE PffiNIl SN' DIA X 0 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD� LONGWOOD, FL 327W PH: 407-774.6078 FAX: 407-774.4078 wwwAbdasigngroup.00m AA M: 0003325 [! a I - O sUBDIV eg Lor SILVERADO LOT #7 BLK #18 PRO"' 04128.002-07181 1LODELA 4EBB "1828-CALI" GARAGE aWWC1: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B u 13 12/03/19 BOA=: 1/4"=1'-0" >,E 1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (201) MECHANICAL BLOC, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT ISE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO I = 6TH EDITION (20n) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE WDER-CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS Sbald. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND ISE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND POO 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 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 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO GONG. CONDENSER ATTIC Will(2)-3/16'X2' TAPCONS UNIT SIMPSON WD ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM d AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ f*XI 1/4' SHT. MTL. SCREWS (2) SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD WAL EXTERIOR L 1 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' OfA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY b PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (20n) MECHANICAL BLOC. CODE SECTION 3017.4 HVAC DRAINS [Eo SCORIATED NICKEL BIEONZE FL. PL, FIN FLOOR OR WALL COUNTERSUNK CA. PLUG —SEE SPEC. BRA86 PLUG PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 5240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING I'-S'XW Cow — FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE, 1/4 • I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.00m AA N: 0003325 of b at r C S Y StJE1DIV. Ja LAT SILVERADO LOT #7 BLK #18 PROJECT 04128.00 -07181 MODZU 4EBB "1828-CAIT GARAGE 8WING: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B im-.A:�. _• Ia111�1 DMNT A 12/03/19 SCALE: 1/4"=1'-0" SHEET M1 y�eR-c.Uo 1 2X4 TOP PLATE K-"+ T PRE-FAB 7 TRUSS 1/2' CLG. BOARD 1/2' DRYWALL SECURE BTRY STUDSWOOD PLATE TO SLAB \ O W/ we MASON \ NAIL • 92' Or — MAX NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR NOT LESS THAN 2x6, W14ERE SPACED NOT MORE THAN 24' O.C. Pik RR T � ' 4 r (�j�)TYP. INT. WALL (NON—BRG.) D1 SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND-1-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FN. FLR j 1-0. TYP. OA ,5/8' GYPSUM d OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT w/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-C' ENERGY CODE FORMS ATION R-VALUES PENCE STRU.ICTURAL ELEVATION R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- 8' CMU 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTIffTIC PRODUCT, INSTALLED PER SECTION R8 bJJ ON OSJD. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE ;oS%T:��r�l■ PRE -EKG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'-0' FIN. FLR d a a a 4. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NQTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2)OLAYERIUNDERLATO LESgYMENT SYSTEM D1 SCALE. 3/4'•I'-o' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 am pnca�.roworua ram 7 om 26 GAS LINE THRU BLACK VP TIONM 2 COAT - PORILMID CJ row PLASTM APPLMD DIIOCTLY TO MAOMW "m COINR 03.OD P CTm M STIaCUMALmwjwmcvimw !'OR fiS F.T. SO ATTACIRD TO N.I. CR G S FM AI•PISDIAL Aem. SZALAW s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERGLASS SHINGLES RS05.1J ON i' OSJS. OVER W FELT PAPER OR SHEATHING OR }' COX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE R905JJ ON I' OSJS. STI. 4CK AT ALL UPRIGHTS SHEATHING OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 0. 0. FASTENER SCHEDULE TYP. PRE-ENG WD. TRIM TYP. MTL. DRIP EDGE MTL. DRIP EDGE O.H. OA 2x FASCIA PER 2x FASCIA PER PER ELEVATION ELEYATIONB ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG, GABLE TRUSS INSULATION R-VALUES SEE ENERGY CODE FORKS FOR PRE-ENG. GABLE TRUSS WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION I/t' THICK 2 COAT WINDOW! ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL N2 P.T. FURRING STRIPS • 24' Or- 1/2' THICK. 2 COAT 1/2' GYP. III.. BD. , cm CEMENT PLASTER APPLIED WOOD BABE DIRECTLY TO MASONRY 0'-C' FN. FLR 0'-0' FIN. FLR 8' CMU n a 4 W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING MI —STORY GABLE BLOCK WALL D1 SCALE. 3/4'•I'-0' l"i N. RONALD REAGAN BLVDJ LONGWOOD, FL 32750 PH: 407-774s078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003328 � a 3 aUDDIV S. LOT. SILVERADO LOT #7 BLK #18 PROJECT 04128.00 —07181 MODEL• 4EBB "1828—CALL" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B DATE: a-12/03/19 TE• aCALE: 1/4"=1'-0" aFIEET D1 A -DOLTS 4' MEMO' IIINT MN , EVENLY FROM FLOOR TO EI \I // HE 2X6 GARAGE POOR DUCK W/ (S) E li'X6' A -DOLTS 4' EMBEDMENT MN W/ 2'x2'X4 WASHER AND NUT SPACED EVENLY PROM BOOR TO 4MAGE DOOR NOR. IN JOINTS PRIOR TO PILLING. 1-21t6 PT BLOCK • COVER OF ® DOOR HEADER W/(U)i'X6' J-DOLTS 4' EMBEDMENT W/ 2W')W WASHER AND NUT. E I.M,..s. [IN M~ACTWRENS INSTALLATION INSTRUCTICNS WERE SUCH INSTRUC "ARE MORE STIRNNUA T GARAGE DOOR /BUCK ATTACHMENT 8' G )9 DRYWALL I'X4' OR 1'X2' P.T. NAILER ❑ "AU Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 144' INTO BLOCK ❑ W/ %* TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 4 OR +5/4 A WDIDON TO BLACK +3 OR + 4 = N.T.S. 2X4,m SECURE TO BLOCK W/ W TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE ME) MIN. EMBEDMENT 1 Y4) WITHIN W OP EACH END 4 18' Or-. MAX SPACING. 2X6,m SECURE TO BL W/2-%- TAPCONS(MW1 SIZE .10 MIN. HEAD SIZL�DO MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• C.p1 18' O.C. MAX SPACWVCs )i• DRYWALL 2X8,m I'X4. OR I'X2' P.T. NAILER SEAS BLOCK W/2-%- CASING (MIN. SHANK SIZE .145 7CTTACH MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OP EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-1/2' k.l 1(LNDOI/ TO HIACK " SCALE, N.Tb. +1-1/2" 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 16' O,C. MAX SPACW'W4. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE O BLOCK W/2-V NCN-STRUCTURALTAPCONS MR TXr' (MIN. SHANK SIZE J4b TAPCON MIN. HEAD SIZE 300 EMBEDMENNTT INTO BLOCK cm MR EMBEDMENT I Y4) WITHIN VOF EACH END 4 ' DRYWALL OR I'X2' P.T. NAILER IS' O.C. MAX SPACING ❑ X4' 2X8=® SEA�STO BLOCK W/2-%' 36' ObJ5. X 4' MK (MIN. SHANK SIZE J4b DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, IVO.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +15/1p" C C + -11-5 8 E: KTb. 2X4,m SECURE TO BLOCK W/ TAPC0NO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST 15E ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STRUCTURAL 2J(r,. TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 D, CMU WITHIN 8' OF EACH END 4 K• DRYWALL IBM O.C. MAX SPACWJG. I'X4' OR I'X2' P.T. NAILER 2XS4m0 SECURE BLOCK W/24(.' CASING (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 ttACH TO 2X PER WITHIN W OP EACH END 4 MANUFACTURES DETAILS. 19' O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') DOOR}" T E, N.TA. 2X4= SECURE TO BLOCK W/ I)(•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) WITHIN VOF EACH END 4 NOTE= STRUCTURAL 2X 18' O.G. MAX SPA SPACING. MUST BE ON OUTSIDE 4 MUST 2X6m THROUGH NON-STRUCTURAL VS BLOCK W/2- 'TAPCON AS MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 C MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 18' OjC. MAX SPACING. X4' OR 1'X2' P.T. NAILER 2X84s SEA BLOCK W/2-' (MIN. DOOR G ( SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 JAM DOOR OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER IW O.C. MAX SPACING. MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3' E SCALE= N.T . 2X4= SECURE TO BLACK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IVOr- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/U-%' NON-STRUCTURAL %' TAPCONS(MM. SWANK SIZE TAPCCN MIR I-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• CM VOF EACH END 4 )j• DRYWALL WS' MAX BPACWYs .m 2X0� ❑ I'X4' OR DO' P.T. NAILER SECURE TO BLOCK WQ-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER J45 W/12I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END 4 DOOR JAMS OR WINDOW IS' O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F SCALE, NT . TO BLOCK +3' 2X4= SECURE TO BLOCK W*4 TAPCONS(MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 IV OC. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL SECURE TO 15LOCK WA-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') • DRYWALL WITHIN 8' OF EACH END 4 IVOr- MAX SPACING. 'X4. OR I'W' P.T. NAILER 2X8:so SECURE TO BLOCK WA-1/4' Y&' O.G.B. X 4' MIN. TAPCONS (MIDI SHANK SIZE J45 DOOR CASING MIK MEAD SIZE 900 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. N0,46— 44M TO! 1 POOMOP C,mC4'! DOOR JAMB TO BLACK +3-7/18" 1L TO BLOCK +3-7 16" G SCALE: NTb. 2X4= SECURE TO BLOCK U44" TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦')�: WITHIN VOF EACH END 4 STRUCTURAL 2X RU 18' O.C. MAX SPACING. MUST DE OUTSIDE 4 2X6m SECURED THROWN SECURE TO BLOCK UU/I-I/4' NON-STRUCTURAL V B TAPCON MIN 1-)4'(MR MIN. BHANYC SIZE .145 EMBEDMENT INTO BLOCK MIN. MEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END 4 )Y DRYWALL 18' O,G. MAX SPACIJG. I'X4' OR I'X2' P.T. NAILER 2XB4me SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIK MEAD SIZE 300 MIN, EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END a TTACN TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" R TO +3 4' H SCALE, N.T6. i"I N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 Iwww.abdea18agroup.com L AA S: 0003325 � IE ROME q O ly i�o S 87 W tiff c S SILVERADO LOT #7 BLK #18 I]PROJMCT 04128.001-07181 LKoDmlu 4EBB "1828-CALI" GARAQZ 9WING: LEFT PALM: DETAILS 150 MPH EXP.RR B IP N F:OATZ:12/03/19: 1/4"=l'-0"T 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.E USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 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.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 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:10/11/2019 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH:407-774-6078 FAX 407-7744078 www.abdosigngroup•com L AA M: 0003326 �a o atM]D & LOT¢ SILVERADO LOT #7 BLK #18 PROJECT# 04128.002-07181 W03DZI4 4EBB "1828—CALF GARAGE 8WWO: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B RINT m /19-0" PF494 R FD CONTRIOL JOIN R.AMbE OF CONTROL JOINTS Td Be WIRED TIED TO LATH a W O.C. MAX (VERTJ: NOTSL DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EX16T6 BEYOND EXCEPT 6TAMAS W lECIA�NEMATEMIR C24T UMTO DU00 INSTALLATION rAerNINERe To OE SPAA:E • 1M O:C. T VW SPA LY / "*TW S COAT CEMENT WINO LAYER 4, FORTMOER OUILDNO PAPER APPROVED FERAL LATH FASTENED a1• (YEW.) Or- MAX AT SUPPORT! WN6 LAYER 9, 6nr_w I~ WOOD "ATNNI•a 0 WE W zrzzzdl MS. OZO&I TNRDU6W JOINTS OUT SE !TOPPED TIED AT CALM SIDE. PER AST. c PROVIDE 2X4 SILOCKIN6 1JOJ 4 PLACED PLAT MAX 6' TO S' \ NNOM coNTROL JOIN ulao+ CONTROL JOIN FALL! ON Nam, \ L PASTMM FOR LATH TO ERE NAILS O / 6TRucTURA1. 67UD STAPLES, IN COMMIANCE W A61M CW 61 r 2. WRE TIES TO 0E (NO. IS) 0041b' WRE S. OLOCKEY SHOIW MAY 0E IN ADDITIpy TO WALL STIRS REQUIRED PER PLAN / \ OLP0.D N61aO.R.A OLPCLP a411ARP P[. A L CIMAM - IR. a L CINRAN . Pl. C OL PCLD PRIAM - PT. A 7. CIWM . PT. a POLO . AY ® L PCLD IasYC - PT. A L CLAN . PI. a L OPaAN . P[. C A Pew PI. C OVER PT. 6 TLL 1". a TOWWS 11011104 PLANO s1` r 0 morram R'i1N0a A41111 wrw TAR aNw.. POW. OQ. tm CUT. IOC 3 COAT CI81WT Ir R FL,laiell [C(CL [Ills( MYw 7 COA7 LAYER % PORTIPBER 2N6 PAPER [MIRE OILY) LAYER % CO WRAP(Pwm COLT) INALL PLAIMIS L-OIR FLAMM [Ne tWarALL Rla[alrt Ar _GROIN GIGO - NOTE, APPROVED d)0.DNar WNAP SMALL al! LAPPED A MNR'RM Q 6' - VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO 0E TAPED WITH PORTBER 64UTWM TAPE LATH VERTICAL LAP TO 0E 1' FETAL LATH I WNNS LAYER 9, I STUCCO WRAP • � �IyAP� ,aT / I WAN! LAYER Q, FOPITFIOER \ OULDNG PAPER I I I 2 SCALE. I VY.P- Q KICKOUT DETAIL SOLDIERm � [..0 OR MN LAY" LAP. A' OMR ALL LAP SIDE LAPS OF META. PLANER GAMES SMALL OE SECURED TO PRAMNt1 MEMBER& TWEY SMALL OE TIED MTWIM i 11t11'IF01a1S UTH Oo415-K (171-MM) WARE AT INTERVAL& NOT MORE THAN f (2Mt'"l AS PER AGIM CW6S lal FOR REPAIR Q TEARS N WRO LAYERS, TEARS MAY DE PATCIID W 40M ~ TAPE PER M ~. SPEC. OR MML A STICK WOOD 6 EATI OUILDI PAPER Ij' TWICK a COAT CEMENT PLASTER FETAL LATH WWO LAYER -2. FORTIPWR OUILDN6 PAPER WINO LAYER 9, STUCCO WRAP WOOD 6WEATI4N13 sn+ PCR WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER R!]AFAl1ALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING � (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. 4. APPROVED NOUN WRAP. RA6Hetl TO EX7lO ONTO PIPE I• da LESS MIRE CUT AND OVERLAP ONE SIDE OF SELF•ADFEIlR46 MEMBRANE R.As"m STEP Of INSTALL PAOTEAERS (OLF'S, STRAPS STAPLES)AS PtimiRED TO SEdllQ PIPE/ WIRE TO PlIt4mm 6. SELF•ADVARM P$IS*,YE PLA&MM OVER APPIIOVED HOUSE WRAP. R-A6HNe� 7o exr� aNre MRe CUT AND OVER.AP ONE SIDE OF STEP 02 PLWIGRNa Me eRAe UM LAYER % STUCCO, WRAP UM LAYON 11, PORTFBER OULOM PAPER METAL LATH 61P6' SELF•ADIERNG MEMBRANE PLASWINIS OVER 4.4' SELF-ADFEERNO MEMBRANE FLASHN6 OVER APPROVED Noun WNAP. PLA6HaAa TO ekTaNO INTO PIPE %, COIN. DEAD OF SEALANT NOTALL APPROVED HOU/WRAP AIR INFILTRATION CARRER OVER SMEATMM SECTION PER SECTION RM, FiA1 wwwa alld elaalal' Eaed.[ use of pmUand cement pkWw shall .amply with th applicas.n r-gtA[ements M ASTM C 92612A. Installation of extalm lathllg end framhg shall 22TOM with AST. C 1063120- 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 R1031.1 / ASTM C-84"l-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003326 3 �e 8UDDD rk LOT SILVERADO LOT #7 BLK #18 PROJECT* 04128.002-07181 UODELA 4EBB "1828-CALI" GARAGE arIIIOO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B NO 3D � 12/03/10 sCAum 1/4"=1'-0" SHMUT WA1 BACKER ROD BACKER ROD WRB LAYER 9, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGAIENCE OF FLASHING TO BE, L BOTTOM, 2. 61DE6, 3. TOP VENT CAP 16 TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO A6 TO DEFLECT WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO � L L 61DE6,As' CAULKING a JOINT PER SECTION R703.7 Exterior lothkw and Dlaatarin0 Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 928.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK 3 COAT CEMENT PLASTER METAL LATH WR6 LAYER 02. FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / ASTM C-84-1-0% MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD "ATHING FLASHING LAYER 11, UNIT STUCCO WRAP RD LAYER e2, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) — WOOD T/S' TEXTURED CCWTF=TION y�FINISH WOOD FASTEN TO WOOD STRUCTURAL SEALANT • nEneER • T' Oa MAX TOP 4 SIDES ` cru `• TO lE' MID -nw ' _eP er�ea:n GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLU A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION -I0 6' WIDE STRIP SELF ADW-SIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FaeSH • MASOMW (7�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCKI S' CUT OPENING IN STUCCOYER WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO UIiB LAYER h, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP #1 APPROVED HOUSEWRAP BELOW ELEC. METER FIELD VERIFY LOCATION CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT ,APPLY to FM EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-2 6EAC OVER 60 MIN GRADE .0. FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER Q, FORTIFIBER WILDING PAPER STEP #3 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) 'o •-ti •ee 1 METAL LATH STEP #5 5TEF No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdoWgngroup.com AA N: 0003325 t � O S g ilITH UDDIV. J LOT SILVERADO LOT #7 BLK #18 P1t0j CT# 04128.002-07181 MODSIIA 4EBB "1828-CALI" GA %AGlc SWING: LEFT 1 PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B SCALIM 1/4-=1'-0- 1 WA2 LEGEND DRAINAGE PLANE (UJRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k COMER 5EAD (FASTENER 4 SPACING A 1' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77446078 FAX- 407-1744078 www.abdosigngroup.com AA N: 0003325 1I Q a • 1 0 gg r 4A w E C i x etmDrv. ae LOT: SILVERADO LOT #7 BLK #18 PROJECT 04128.00 -07181 MODE11 4EBB "1828-CALI" GARAGE 91WWO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 0 DltDrr ATIC: 12/03/19 8CALE: 1/4"=1'-0" 8HEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) LURB LAYER 02 (FORTIRBER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - — emrcN�TlaJcnON V WOOD SMEATMING I�QSISTIVE 6�APWAR alt IfW16TIVE 6�ARI FLASHM IefN6 Q PPL�M L 1\ 1 CRWaenVE STRV" \\ \\ DAPISTARTER WEATEM PMISTIVE ' \ y SRA ELF-ADFERMG W. I -- GALVD PETAL GALVV METAL _ — •_• PLA814M W PLASMMI6 . V.•v — menu a DOD TRM MEMEER /ILA I=re CASINQ / _r' X f• b"LLATED uovD TMI PffilleER \�. VCZAULKM OR APPROVED SEALANT \ 1&0IASM SIDING TO STUCCO ® BLOCK TO FRAME U TRANSITION __ i"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.sbdesigngroup.com AA S: 0003325 1 W 11 1 r q �4 R0 a F BUDDIV. de LOT SILVERADO LOT #7 BLK #18 PsonmTip 04128.002-07181 MODEL: 4EBB "1828-CALI" GARAGE 8Wn9G: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B r nRCKTEl=' rt F-PIATS: UNT 12/03/19 BCALE: 1/4"=V-0" SHEET WA4 2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK DRIP EDGE I` 1/8' TEXTURED FINISH + WOOD 1/2' TEXTURED i FINISH a CMU METAL FASCIA WRAP Ya' FROM STUCCO, i' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \� `\ SUB BAND ONLY 1/8' TEXTURED _ FN1814 • WOOD, 14' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA UAQ4P �. WOOD SHEATHING x x x x x x OR CMU x x x x x x WRB LAYER 01, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — U1R5 LAYER 82, FORTIFIBER x x x x x x x x x x x x x - BUILDNCs PAPER (FRAME ONLY) x x x x x x x x x x x x x ' i FRAME OR GMU 2X6 GUS SAND �n RooFNG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x _ DRIP EDGE METAL Iaolc our x x x x x x x x x x x x x (REFERENCE POINT ©p * I I L AI 5 ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \` FOR CLARITY 4-ROOF DECK (BEYOND) -rtDRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) �\ 1 �1/8' TEXTURED FINISH I WOOD, 1/2' TEXTURED FINISH o CMU 2x6 SUB -BAND W/1'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ®E L VA It OI*' 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'-8' O.C. MAX. 2x SUB -BAND W/116'x4' NOTCH A END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT +� ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA M: 000332E a 8 h O $ aURDIV ae Wlil SILVERADO LOT #7 BLK #18 PvtOJECT* 04128.002-07181 MODEXA 4EBB "1828-CALI" GARAGE 8TrM s: LEFT PACE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 3 1.1 39'-8" 28'-8" 3'4" 15'-10" 9'-6" 91-8" '4" — 1 — — — — FAA-12X12 — — — — — — FM-12X18 — 4" CONC. a LLI SLAB wI w F-24X24� 11,0. $-31/2 .aI . I 10 1.1 , •-1 EXTEND FM-12X18 I SLAB 1 1/2" I I I. 1.1 I -0" I , I $�— SLAB IN I I I I .I I I �I I I �I I• I 15'-8" I 4 Pvc CHASE I TE-1 -r'T-_ L — — — — I • �S 1/2 = 4" EXTEND- 1 z SLAB 11/2" -- --, tt I � FM-12X16 � I" ri 4" CONC.I _ I -1 law SLAB I a 3'4" I I 4:3112 71/2 2 LL o FMC-12X18 FM-12X18 — — — — — FMC-1 18 — — L 1.1 FM-12X18 c 4 4 1.1 1.1 2'-8" 16'-0" 2'-8" 4'4" X-10" 10'-2" 21'4" 14'-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 117 FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, GINDICATES #6 BARANDICATES #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 16. 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. 530-131ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xWIAOVER GENERAL 3 1 /2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG FM-12X12 12" CONTINUOUS 12" (2) #69 _ FM-12xl8 12" CONTINUOUS IV, - )#5's (+)0'-0" FM-16X18 IV, CONTINUOUS IS, - s + "-0^ FMC-12x18 12" CONTINUOUS 18 - s VARIES - x 24' s (- 1441 N. RONALD REAGAN BLVL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 y u Q b 4 et r>aa><v ae '" SILVERADO LOT #7 BLK #18 PROJECT 04128.00 -07181 MOOR t 4EBB "1828-CALI" GAP -*OE 8111117NO: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 112 DRINT "I A77-" 12/03/19 8CA1.E: 1/4"=1'-0" stiEET si 3W MIN. EACH WAY MONOLITHIC FOOTING i STEEL REINFORCING IN GROUTED g . I'. STEEL REINFORCING IN GROUTED a v � 6 CELL SEE PLAN FOR SIZE AND Q a p CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS : + a v CL p SPACING REQUIREMENTS la. GARAGE DOOR ¢p w m U W RECESS m� fa`r ..� v. FM gp d O Z 8" CMU WALL 0: to O 8" CMU WALL ! .I 1 CORNER BARS, SAME SIZE AS BAR I N Lu Bs w m Z +- IN FOUNDATION WITH 30" LEG EACH ;'+I, = W O +- ! WAY AT ALL CHANGES IN DIRECTIONS to V1 TOP OF SLAB LAB TOP OF SLAB LAS I ... - SO THAT THE STEEL REINF. IS CONTINUOUS _ I(� MATCH AMOUNT OF CONTINUOUS BARS CURB FOR �`•� a EXT. PORCH SLAB EX <.. SEE SLAB SCHEDULE BAR S12E 48 BAR DW. 4" CHAMFER (1STORY) p3 18" • -'-.� EXT. PORCH SLAB - V RI S SEE SLAB SCHEDULE TOP OF GARAGE Il. I I� o LL CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE �j MASONRY UNITS SET 7p+ AT ELEV: 1l2" ISOLATION • JOINT (WHERE . 6" CHAMFER (2-STORY) 64 24" W/ 12" ISOLATION 4- CHAMFER (i-STORY) 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE #5 �„ JOINT (WHERE Tea EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE APPLICABLE) ? a FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), UNO , EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3l4"=l'-0" U2,'�EXTERIOR @ GARAGE SCALE: 3l4"=V-0" / \ / .� \ CORNER BARS DETAIL OPENING E)= G ) SCALE: 3/4"=V-0" SCALE: 3l4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w Lu oilI 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W! 2- PART SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2" 12"x8" BTM. PLATE TO BE PT. W/FLANGE Q BASE a S EPDXY, MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8", LINO PLATE EPDXY 5-112" EMBED. MIN, 0 16" OC SLAB W/10d MASONRY o Q FOLLOW ALL MANE. USP SPTH4 OR SPTHB BTM MAX NAIL 16" O!C STAGGERED. m = X SPECIFICATIONS FOR N AND TOP PLATE ANCHORS W! ADDITIONAL METAL USE AND I x 1 1/2" COMMON NAILS T SECURE FLANGE TO SLAB W/(4) tl4" X 2 1l4" r ao PREPARATION OF 0 v HOLE. FILL ALL HOLES, DO NOT USE y FILL WHENRS REQUIRED WHEN NO REQUIRED to UPLIFT IS PRESENT. TAPCONS W 10dx T' W w SEE SLAB SCHEDULE It SEE SLAB SCHEDULE n OHO ¢ ¢ TOP OF SLAB . � 70P OF SLAB 1-1 . e � 4"CHAMFER (iSTORY) +: �=AND . 6"CHAMFER(2-STORY) ULE EQ. EQ. EE SCHEDULE SIZE FOR WXD,BAR SIZE ADDING BAR TONTITY ANDBARQUANTITY scALE:ab=1-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:34"=1'-0 (NO UPLIFT) SCALE: 3/4"=V-0 SCALE:34"=1'-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO 4// O a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO Q O 8" CMU WALL UPLIFT IS PRESENT. m Z + 0' " POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB�e'' SEE SLAB SCHEDULE .I• 2X WALL FRAMING SEE SLAB SCHEDULE 1 /2" DIA. USP 7250SO BOLTS S" *- 01-W Z Z — + MINIMUM EMBEDMENT INTO TOP OF SLAB a • g _ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16" O.C. VERTICALLY MAX y • -- — FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .'�"-"^tea—�' FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �, COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 V m E 11�yy � b O a �e I sumDrv. ac LOT: SILVERADO LOT #7 BLK #18 PROJECT 04128.601-07181 MODULA 4EBB "1828-CALI" GARAGE OWWO: LEFT PAGE: DETAILS 150 MPH EXP. B DATE 12/03/19 SCALE: 1/4"=V-0" 8*1rxT S1.1A DOWEL PLAN SCALE: 1/4" = 1'.W 1441 N. RONALD REAGAN 8t LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 Kgg a 4 BVHDIV. & LOT SILVERADO LOT #7 BLK #18 PROJtBCT/ 04128.002-07181 MoD$L: 4EBB "1828-CALM" GARAGE OWWO: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B 76 DATE: 12/03/19 BCALE: 1/4"=V-0" BI;EET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM PER CLEAN OUT REQUIRED FOR INSPECTION TIE`/ERTICAL REBAR ° TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� it6 36" HORIZONTALNERTICAL %,� REINFORCING 1 SCALE: 3/4"=1'-0" Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND p CL C SPACING REQUIREMENTS W U ImN p Z 8" CMU WALL •- 0.0" +- 0 0" [/�--t---� TOP OF SLAB q' TOP OF SLAB SEE SLAB SCHEDULE Z W < a + BAR SIZE 48 BAR DIA. g > EXT. 1/YORCH SIGN 4" CHAMFER (I -STORY ) q,{ 18" ^ U ° JOINT (WHEREN < 6' CHAMFER DRY)) #4 18" APPLICABLE) ATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE ' H FOOTING SCALE: 314"=1'-0" #5 BARS 0 " 8" " 4 El c CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAfLAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdealgngroup.com AA #: 0003325 as atil Xx 00 Z sUSDiv ae LOT SILVERADO LOT #7 BLK #18 PROJ=T/ 04128.002-07181 MODET " 4EBB "1828—CALM" GARAGE 8TIMO: LEFT PAGE: DETAILS 150 MPH EXP. B N DRINT ATE: 12/03/19 SCALE: 1/4"=1'-0" 8HEET s1.2A. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9)10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177'' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.OA. = 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 fe (psi) W`XH- REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30D0 8x8 (1)#5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS bwr.6NIm 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °Y0 Tor (42-) PRECAST 2231 4'4T (48') PRECAST ISIS 4--w (849 PRECAST 15" B-W (641 PRECAST 1217 8.10' (701) PRECAST 1052 B4T (A1 PRECAST ow T4Y Mn PRECAST 743 9'-C (112') PRECAST SS4 1" (1291 PRECAST 476 11'-4- (138') PRECAST 382 12-V (144-) PRECAST 337 174' (180') PRECAST 296 14'4T (16r) PRECAST 279 1r4r (178l PRESTRESSED KR. 1" (184') PRESTRENED Kit 1TW On PRESTRESSED KR. 194' M2) PRESIREIISED N.R. 214' (A117 PRESTREM NA. 274T (XV' PRESTRESSED NR 21-V PRE �r===®r=— I 0��0©Ott�l 0L0�000�'. O�t�Omm 01�m0�00 mmm�!oo 0moomov �m0moC�0 0movo �mt00�m0 0�00�m0 0810�0®00 ommom�!cr oomoomv ""OEM"" 0©00��0 oomomoo ©omomoo 0�m0m00 ©o�0�7m0 ��mm0m 000�000 mc:mmzm©m OEM "EERIER"""" 0®00 �m�00m0 NA 1 /m me 4m M NN 1 1012 1 1ffi3 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLE' BY CASTCRETE MAY 2018 EDITION ALL PRECAST PROOUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFIGTIONB LATERAL 347 (42') PRECAST 1028 1024 law r-W (48n PRECAST 788 783 1300 r4r (641 PRECAST 592 501 1073 B4' (84') PRECAST 411 411 746 94W (70') PRECAST 340 339 016 S4)' (78') PRECAST W7 721 490 r-r (W) PRECAST 424 534 303 F-C (112') PRECAST 328 512 230 10'4' (12n PRECAST 284 401 180 11'4' (13r) PRECAST 2110 462 164 174T (144') PRECAST 244 402 137 184' (1999 PRECAST 217 =4 110 14-4T (18n PRECAST 208 293 100 tr$ (17n PRl?8TFIESSIED NA 204 91 lF-r (1841 PRESTRES110 N.R. 20 83 1T4' ROBS PRESTRWED N.R. 194 64 194' Mn PRESTRESSED NR 148 62 21'4' Mn PREBTRESSEO N.R. 125 42 27-V (2541 PRE KIM 116 40 2P-0' Mn PREBTIMSED NA 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS AMFGMBS I SAFE LOAD - POUNDS PER LINEAR FOOT '.F1CZL�+r�m��00�0 000m�00 m0�m000 �m��00®0 m0�00®m ���00000 �D�m00m® ©�m00�0 cmm�0MEMO=zmpw:!r IMP 6`1EC M _ 0Q1Q'1Q7Q1�7�_! 0 �!'1 C�� tT B>C7� B1Q• Q� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MIND" r OF BEARING PAST EACH BIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 1"128.03 LIFT BEAM PLAN SCALE: 114" = 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 wwwAbdes4Mgroup.com AA IF: 0003325 9tgg� a b m C io avaasv as for SILVERADO LOT #7 BLK #18 PROJECT 04128.00 -07181 HODELA 4EBB "1828-CALI" GARAGE 9WWO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B N AA NO Dalpff -1 A- : 12/03/19 SCALE: 1/4"=1'-0" sHMET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK #5 BAR IN BOND BEAM CORNER &ERLEMINFORCING OF BOND BEAM SCALE: 3/4"=V-0" IT IS THIS ENGINEER'S INTENT THAT XFXX -1 T/1 MIOB INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTORICONTRACTOR TYP 8"xW to,1#5 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 HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 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. W.16" 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 9- 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 1#5 TOP OF THE LINTEL. B" 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F = FILLED W/ GROUT U = UNFILLED OMINAL # OF #5'S, IN 2ND BOND fIOTH BEAM COURSE ���16-1T/l ICl/ B NOMINAL HEIGHT Anc sF!a TOP ICOURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW _T PRE -CAST :. 1l4' WINDOW Z SILL i SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x16 DBL. BOND TOP OF BEAM WI (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#58AR .ti, BONO BEAM GROUT SOLID FROM TOP N2 LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LENGTH OFIBAR WIDTH OF MASONRY OPENING-r' OR BEAM DESIGNATION n 8x8 PRE -CAST CONCRETE G SCALE: 3f4"=1'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13f18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/18 4� 7N TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING - 1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 6" OSB SHEATHING IU WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF - OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774-4078 www.abdosigngmup.com AA #: 0003325 C sa I I 1 13 evsDly ae LAT: SILVERADO LOT #7 BLK #18 PROJECT* 0412 .002-07181 MODEZA 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: DETAILS 150 MPH EXP. B Dairrr .1 A=: 12/03/19 DCAIX. 1/4"=1'-0" 8FIEET kli,s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS 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 6" FROM THE CENTER OF THE COLUMN. C 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) li COMMON NAILS & SECURE TO SM. W/ USP HLTPTA25 USED TO BRACE TOP OF WALL. i 1 ATTI ACCEES m m� 11 �:" �� joy r 1 , FRAMING PLAN SCALE: 1/4" = 1'-W lA 3.1 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.dom L AA M: 0003328 , �R N O OF � w� J 6 a a $$ill Ll ilL. il...3 BUDDIV. & w1r: SILVERADO LOT #7 BLK #18 PROX111= 04128.00 -07181 MODMIA 4EBB "1828-CALI" GARAGZ BVrING: LEFT PAGffi: FRAMING PLAN 150 MPH EXP. B DrtmT AT ., 12/03/19 8CA=: 1/4"=1'-0" 9 s3 A-MUSP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALL/FLOOR HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TAPCONS TO CONT DBL STRAP,1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" POURED LINTEL OVER TRUSS (NOT SHOWN) NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) USP 6", B" x 4'-0" MAY BE ADDED HTWM20 INSTALLED ON PRE-ENG TRUSS WI 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W110 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) i/4" x 2 1/4" CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS POUREDTAPCON IN POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED WI 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' 01C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = UA870 LBS, L:710LBS (1 STRAP) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 2 COVER & 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED. EMBEDDED TRUSS ANCHOR 1a 1bGIRDER 3 CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING V-0" TO 30'-0" (1)'-X' BRACE SEAMS) 30'-I"TO 60'-0 (3) -W BRACE SECURE 2x8 PT. PLATE (i) "X" BRACE 0 CENTER TO BLK W/,/2" 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. RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (z) 10d's Q EACH TRUSS TO BE INSTALLED 19-9' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SDALE:34"=,'-0" NOTCH DEPTH 1/4"D oLEEDGE >5I8° HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE �2/5"D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING FOLLOWING SPAN ONLY HOLE EDGE >618" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED,. CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 01.1 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, Fl, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE - 3/5"D DBL. STUD SUBJECT TO Fl AND F2 FORCES, STUD NOTCHING AND BORING LIMITS 8 SCALE:, 112"=,-0" ALTERNATE MATERIALS 11 SCALE: 3/4"=V-0" 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngrouP•oom AA #: 0003325 1 K p� i t b 4 0 r� eUDDty ae LOT: SILVERADO LOT #7 BLK #18 PROJL'QT* 04128.002-07181 MODsIA 4EBB "1828—CALL" GARAGE 6WIA70: LEFT PAOL': DETAILS 150 MPH EXP. B D � 12/03/19 SCALE: 1/4"=1'-0" MIZET S3.1A PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2a6 PT, PLATE TO BLK W/ TRUSS. PLAN W/ 12" DIA. ANCHOR BOLT Wl 2" WASHER SET IN HIGH STRENGTH EPDXY V' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE WI 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE; 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX: 401-7744078 www.abdosigngroup.com L AA 6: 0003325 q j i 6 V O gg sUIDDIV. As LOT. SILVERADO LOT #7 BLK #18 PI�JECT 04128.001-07181 W0DEU 4EBB "1828-CALI" GARAGE swING: LEFT PAGE: DETAILS 150 MPH EXP. B 06 DATE:12/03/19 sCAI.E: 1/4"=1'-0" Macro S3.1B (2) 2X4 No.2 SYP DIAG. —� BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 3a-(r (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1)1C BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE — "ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACK AT ALL — UPRIGHTS OVER 4'-10" (AS PER TRUSS ENG) 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, lx2 SECURED WI10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C AND APPROVAL SECURED W/(2)12d's� MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE ("_� GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 314"=1'-0" G__)P VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774 4078 www.abdoeigngmup.com AA 0: 0003325 ^ W. �a $ t: oil 6 4 li III BUBDIV S. LOT SILVERADO LOT #7 BLK #18 [pnoincTip 04128.002-07181 MODELc 4EBB "1828—CALI" GARAGE 91rMG: LEFT PAGE: DETAILS 150 MPH EXP. B DRDFT A 12/03/10 OCALE: 1/4"=1'-0" SHEET s3.1c w YIM GA&E-ENT HIP ROOF LEA TL ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'= 4'-V END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: -W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 I G SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAGE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" COX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z O a w Z . G UL Lj y O J . Yct m u) O . K . L-0 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS R(]()F RHFATHINEI -MEN 1I '1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS (d 8' O.C. IN FIELD 8d RING SHANK GUN NAILS a 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6wjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS (d 8' O.C. IN FIELD 8d RING SHANK GUN NAILS a 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6wjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHULL CONFORM TO ASTM C33. MAXIMI#A AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 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 314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, 6th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDES-M&CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERPLL SLABS -ON -GROUND WHERE INDICATED ON MEMBRANE CRIPPLERS, SILLS. ETO, SHALL BE SOUTHERN PINE NO. 2 OR BETTER.Fb- 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE S73 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS SEAMS UPPED SINCHETHYLES AND EMEDWIIHAWE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS 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 FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, 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, W/ 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, 6th 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -Tarvco wnr rtt 10 psf BTM CHORD t1olHmncu rwt DEAD LOAD 15 psi TOP CHORD (7 Psf w/ ASPHALT SHINGLES) 10 Psi BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf DEAD LOAD 20 psf TOP CHORD (10 Psi W/ No GYPCRETE) 5 psf BTM CHORD BALCONY LIVE LOAD 60 Psi STAIRS LIVE LOAD 40 psf WELDED WIRE MESH: WELDED WIRE 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 SUPPORTED WITH 2- CHAR2S SPACED Y-O' OC, EACH WAY, REINFORCING STEEL: REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SWILL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" 06 BAR - 36" #5 BAR - 30" #7 BAR - 42' PROVIDE 36" x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS* BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1OP11, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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: 40psf, GUARDS AND HANDRAILS: 200psf, 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 VOEHHII LE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psT, SLEEPING ROOMS: 30psf, 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 BY 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 5/TMS 402. BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE hR = 1500 PSI. BLOCK SHALL BE PLACED USING 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 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-47S, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL 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. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 XM FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 XN. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S. Fy = 35 Xsl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND 9LAB-0N-GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED S./- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REOUREMENTS OF ACI 301 AND ASTM C44 OR WASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TINT: ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE NSA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATDfDr R. FOR CONCRETE EXPOSED TO EARTH ANDDRWEATHER 1-172• FOR A6 AND SMVLLER Y FOR A6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS. WALLSAND JOISTS 14W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIIGTRN 9GE IYPf 9PALxIG REMAB6 APPUUIxxJ 9PE TYPE SPACNG REMAPo09 1 PTFURRINGTO CASEHARDENEDC .-GE DOOR BUCK IIA'IXl TAPOON MASONRY S, I-EMEED.,A"END DIST., MA80NRYI GONG NAx 11?LONG. S.� TOMAEOIRiwDONC. _ER FASTElER O/O I-EDGEDIET. SGD, AL. Ext.DOOP9 GSE HARDENED LOx YOIC WWOOWNOOL FAETENED GAPAGE DOOR BUCK I-- A' EMBED., A• END DENT., tx Pi, SE-6NAILI I?LONG. STAGGERED INTO MASONRY/GONG. TO MASONRY,IX]NC, WASHER EKPANSKM BOLT 3A•OIC TEDGE DRT. wwoaw eu« cASF HARDENED cox s•orc wWoowiDoory FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING to FT, SEE NOTES NAILI IYl LONG. STAGGERED INTO MAsc-1-c. MAsoNRYIGGNG. REQUIREMENTS FxT. BANG DODR SUCKh R, SEE NOTES 1Y)YIS9Ll NO WASHER RAPE f FASTNER IB'dC 112•Ft@ED, d EtO. DIST„1-EDGE DIST, NONBEMONGWOOD WALL TOOONC.SLAB 1?' E%PANSpN PExIFD.PEfA W/WASHER BOLT ]A dC DIST.,O"FDGEDIST, LT WMO,Y SUCK 0.1Y'PAF aE 1R tYOK: A"END. DUT,.i I? PT TO SNoTE. x., BEE -WASHER STAGGERED EDGE DIST, No E s NOYEB 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAR DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SWILL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup•oom AA#:0003325 8. O as O 3 W � Ly q 4 p 9 9 OEM. to LOT: SILVERADO LOT #7 BLK #18 PROJECT#E 04128.002-07181 MODZIU 4EBB 171828-CALI° GARAGE 9WING: LEFT PAGE: DETAILS 150 MPH EXP. B l�J DRINT ATM: 12/03/19 D N1 v i