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99 91828-4EBB-CALI' e0ooff H 0 M E S 12602 TELECOM E>RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALLUILD PLYING CODE,WITH R�AIIING S F CODES NATIONAL- ELECTRIC CODE, AND THE CIS OF ZEPHYRHILLS ORDINANCE aEv1,EvV DATE FEB 2 5 2019 CITY OF ZEPHYRHILL.S PLANS EXAI W14ER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS RESIDENTIAL 6TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION .ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •RASIC WIND SPEED - V,at=150 MPH Vasa=u6 MPH -EXPOSURE _ B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE A/C AIR CONDITIONING AD,. AUG TABLE ALT. ALTERNATE AMP. AMPERAGE 13 BOARD cl CENTERLINE CAB. CABINET CLG. CEILING CLR CLEAR CONIC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DDOUBLE D.C.C. DUAL GLAZED DID. DIAMETER DIM1 DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D-S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH I, ELEVATION EQ. EQH BQ. EXHAUAu ST EXI. EXTERIOR F.G./FX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR FLOOR FRDa' FRENNCH DOOR FIG. FOOTING GA. GAUGE GAGARBAGE DISPOSAL R DISP. G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOI.LOWCORE HDR HEADER HGT.ORI T HEIGHT INSUL. INSULATION INT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MMOUNTED ID. MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PEL PHONE PL'f. PLATE PLYWD. PLYWOOD P. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS RA.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR SD. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR SHOWER SBd. SIMILAR SL. SLIDING SL. GL. SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS I . TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPORPROOF W. WASHER W/ WITH WD. WOOD WOW. WINDOW W N WATERHEATER W.I. WROUGHT IRON DATE DESCRIPTION•FBC ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL. ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.�S LIVING I029 SQ FT GARAGE aso sa Fr. 84TRY ib SQ FT. LANAI w Sa FT. TOTAL 2362 SQ FT STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S -FRA MLNGNG PLAN PG S3-FRAMING PG S3.1B—DETAILS PG S3.-DETAILS PG S3.1C-DETAILS i PG SNi—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABDITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SNARE UNCLEAR AND IN NEED OF FURTHER DEf G OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTENAWN FORMS IN A TIMELY MANNER. AB DES GN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 0003325 z 0 a a SLTHDIV. de LOT S ILVERADO LOT #8 BLK. #12 PROJECT# 04128.002-08121 MODEL.• 4EBB "1828-CALM" GARAGE ST/IMG: LEFT PAGE: COVER SHEET 150 MPH EXP. B DATE: 10/26/18 SCALE: 1/4"=1'-0" S*MET C1 GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 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. 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 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & 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 Y INCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR 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. PLUMBL40 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y," 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. FIRE 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 1l2' 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 AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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. CONTROL DATE: 10/25/18 (RM) 144i N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 e y 04 81 d y a F J_ SVHDrv. de M17 *11,11 SILVERADO LOT #8 BLK. # 12 P1ojzcT# 04128.002-08121 MODEI1 4EBB "1828-CALL" GARAGE 81"NG: LEFT PAGE: GENERAL NOTES %150 MPH EXP. B DATE 10/26/18 SCALE: 1/4"=1'-O" SHEET 64 GN m� m LCy : r . r o � I. r !r ;r 1 r . r r Ir r r r r r r � 0 i 11 I r r . r . r r r r r . r r � r r r r W IMF i 1.� - r M Io �'® o = \_'mLARD RECL ATTIC L jAS lIl=7gr.q Lr rV 4� PER BLM • CODE i o r . F o I ME FOYER BEDROOM "TRANS.�'►,��v_r CIA r U r i i r EGRESS o'J//IIM SQ.FT. CALC.S LIVING 1028 Sa FT. GARAGE 430 SQ FT. ENTRY 16 SO. FT. LANAI 88 SQ FT. TOTAL 2362 So. FT. 00WOMITA D MADOM IMD LOADS BASIC UD F)FOPM FOR 30=D WM OpEllm ANDME Po RI E am '00M'HSDOSA RaM118 MIN. WINDOW kv 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA S.GD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, 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. 00IMM DATB t DESL. TOP PLATE 0 in BAR DETAIL A SCALE: VV-V_0' ARCH DTL. ,__,)!ARCH SCALE: 1/2 • I'-0' FLOOR PLAN SCALE: 1/4' . I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EMIP'PED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIGIESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abde igngroup.com L AA #: 000332E y w q. 0 a 0 SUHDIV. a LOT: SILVERADO LOT #8 BLK. #12 PROJECT# 04128.002-08121 MODEL.• 4EBB "1828-CALI" GARAGE SV#MG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B D urr 10/28/18 SCALE: 1/4"=1'-O" SHEET Al BLDG. HGT. FYF'ON LV12X24 OR EQUIVALENT 8'-8' BRG. HG7 COACH LKAIT FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I�b SHINGLE ROOF BKTIIXII OR EQUIVALENT ID' I6'X62' FYPON DECORATIVE SHUTTERS OR EQUIVALENT 4' "BED BAND (TYP.) OFF RIDGE VENT OFF RIDGE VENT 8'-8' BRG. HGT AREAOFATTIC = 2364 SQ. FT. NET FREE VENT LATION AREA REQUI RED = 1/300 REQUIRED VENTILATION AREA = 2364/300 = 7.88 VENTI LATION AREA X SO. INCHES PER FT.(144) 1134.725Q. IN. MIN. REQUIRED VENTILATION = .5X 1234.72 IN UPPER PORTION OFATTIC - 567.36 SO, IN. OFF RIDGEVENTILATION AREA = 115 S0. IN. FERVENT 56736 /115 TOTAL#OFVENTS REQUIRED = 4.93357 TOTAL#OFVEN7S PROVIDED - 5 •AREA OF ATTIC ISTHE PERIMn9R OFTHE NODS[ LESSTHE OVERHANG FXTEPoOR OF WAUTO EXTEPoOR OF WALL. NOOVERHANG5 INCLUDED) 8'-8' BRG. HGT. 4B I 01-01 FIN. FLR I MIN. 4' GRADE I I � _____________________ _ I rrp. I_ ID'-ID'FIN. FLR MIN. 4' GRADE _ OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 0'-ID' FIN. FLR 0'-0' FIN. FLR N. 4' GRADE — - — - — - — - — - — - — - — - — - — - — - — - — - ----------------------- - GRADE LEFT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 �6 8'-8' BRG. HGT.,, FIN. FLR MIN. 4' G DER IF] v v -------------- 9--1 ------ ------ --------- RIGHT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH .0' 2• I -0. \I DECO. DTL. A SCALE: 1/2 . P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 Z .l �o U d 0 C F 3 SUHDrv. do LOT SILVERADO LOT #8 BLK. # 12 PROJECT# 04128.002-08121 HODEL 4EBB "1828-CALI" GARAGE SVfMG: LEFT PAGE: ELEVATION "D" 150 MPH EXP. B A. N PRTNT 10/26 18 DATE / SCALE: 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND SYM. DESCRIPTION tiS• TANDARD SWITCH y�' -WAY SWITCH -WAY $WITCH y� IMMER SWITCH HE BUTTON I_ ECT T H FW IOSTAT -e NGLE RECEPTACLE (12SV/20-AMP NGLE POLE) 10v DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT RUPTER(TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOFIGFI CEPTACLE(GROUND FAULT NTERUPTER) OV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR TED) 20V RECEPTACLE (4 WIRE ECTOR) L MOUNTED LKsHT ILMG MOUNTED LIGHT -ENDENT LOOT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH L*WT (I CFM PER Sa FT.) ass BULB LIGHT FIXTURE ?°°B BULB Lr44T FIXTURE aamm BULB LKd-IT FIXTURE • TRACK LIGHTING TTIC Lr44T WITH PALL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LM4T (RECF-BSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGFIT (RECESSED) � x O CESS LIGHT • CE55 LWA4T (VAPOR PROOF) ILIN's MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRIGAL PANEL (FIELD VERFT OCATIOW METER (FIELD VEIRFT KD -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) ILING MOUNTED FAN B FAN (I CFM PER Sa FT-) N1 JACK Q DETECTOR (CEILING MOUNTED) ® DE DETECTOR I MG MOUNT ) IMES OPENER JACK rc PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210J2(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • CFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MIWA OF FBCR 6TFI EDITION (201712 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL CN FEEDERS) • WIRING. METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 1St6. O : LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FJSr- ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 20TL 6th EDITION R404J OWSU TES PRE -WIRED �\ CLG FAN BDRM. #4/ Dm G- J PRE -WIRED CLG FAN I F F l IRA I/\I Imo- _ J/ — A LIVING ROOM PRE -WIRED CLG FAN C N� 1 i I I I 1 LANAI PRE-WIREI CLG FAN ---6UTLET ITCH.IN — _ FOR DW — — — CABINET -- -----_ I 1 1\ GFI GFI I I \ I o iPPT.I \ SINK MT( PAN- / RANGE / GFI 0 Cc) GFI �C FOR v AFF. r — — — — — -I / GARAGE I l DOOR L--- J / BOLLARD / AS REQ. / PER BLDG. WALL MOUNTED / _ CODE L*44T W/SWITCH IN / ATTIC `F cua METER OUTLET KEYLESS FIELD FIXTURE VERIFY 0- LOC. IRRK.ATION OUTLET • 4S' APP. GARAGE _ f II I U II I II II II II ! II / II I I I I I I 1 1 1 II II II 1 ®II 1 ` S/COII T i COACH LIGHT ELECTRICAL PLAN SCALE. 1/4' • I'-V' `HOOD WIRE W/ OUTLET FOR FUTURE MICRO / PRE -WIRED / CLG FAN I CEILING MTV. LIC,14T TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN BATH2 150 AMP ELECTRICAL RISER PROVIDE 34/0 CU, THILN • IYr CUM 2' CONDUIT OR 3 (4CONDUITT O TERMINATE ABOVE SOFFIT - OVERHANG.) \ NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT BDRM 2 CiENERAL NOTES, M ELECTRIC METER IN 1 PHASE \ ��\ A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCS 6tH PANEL EDITION (ZOU LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. MOA/2P L ' •�J B. ALL CONDUCTORS SHALL BE TYPE THMN/THW N UNLESS NOTED OT14EI WISE. MOB PRE -WIRED TELEPHONE SERVICE CABLE TELEVISION CLG FAN ENTRANCE SERVICE ENTRANCE EGUIPMENT EfiUIPMEM POWER COMPANY O TRANSFORMER INTERSYSTEM BONDING TERMINAL AT LOW GRADE r VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) M 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) M 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tN EDITION f201T). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 t 2 QQ z 0 a 0 F 0 i SUMP. & LOT S ILVERADO LOT #8 BLK. # 12 PJRAJECT# 04128.002-08121 MODEL 4EBB "1828—CALF' GARAGE 81117NG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B I 201 11, • -1 c DRMT A10/26/18 scA m 1/4"=1•-0" SHEET E1 2 2' VTR �� V2. „�.. I � 1 We i 2•. LAV ("' 12' I I 2 5141R In' 2' WASHER e l J KITCHEN SINK W/ 2' AUTO VENT Mini h I TUB PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 . V-V TO 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 h q4 U W may.. O G G G J 2t N la x^ L SUDDIV. & L/OT SILVERADO LOT #8 BLK. #12 [I-itoizcT# 04128.002-08121 MODELS 4EBB "1828—CALI" GARAGE SKIING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B DRINT A >o/za SCALE: 1/4"=l'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL, 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 FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECW DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC '"^"' O O - EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVG SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDGL CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT B PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSOV WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 08X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING ILO 'XS' CONC. r ING ORENSION TO SOIL WASTE AS QUIRED (EXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 E b h y. 0 a c eF C SuBDIV. Z LOT SILVERADO LOT #8 BLK. #12 PROJECT# 04128.002-08121 MODEL 4EBB "1828—CALI" GARAGE SWWO: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B 3 as NO DATE 10/26/18 SCALE: 1/4"=1'-O" SHEET M1 2X4 TOP ATE PL PLC 7 PRE -FAD TRUSS I/I' CLG. BOARD IQ-DRYWALL 2x4 WOOD STUDS 024' O,c. SLAB FIN, FLR PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (:E)TYP. INT. WALL ( NON— BRG. ) lllalSCALE: 3/4' • I'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05JJ ON J' O.SB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2. FASCIA PER 1 -0 TYP' ELEVATIONS / I ON. VENTED SOFFIT In' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR1 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ W- I5 (2) COURSE 'DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM p1 SCALE:3/4'-1'-0' ENERGY CODE FORMS ATION R-VALUES 'RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBERGLASS SHINGLES OVER130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5JJ ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT m 841& ova Rx! ars L18 t 2B GAS LINE THRU BLACK e. w•.r e FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505JJ ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS r REFERENCE RUC STTURAL Ix2 P.T. FURRING STRIPS 24' O.C. 1/1' THICK 2 COAT PORTLAND g• CMU CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/1' THICK 2 COAT I/S' GYP. WL. BD. PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR . J� .a n n W/ WINDOW OPENING n TYP. WALL SECTIONNO ONING u PENOTE: PER SECTION 905.1.1 - FOR ROOF LOPES2 LESS THA, r4�1—STORY HIP BLOCK WALL CS2) LAYER2:1UNDTOERLAYMENTN 4SY:12STAEM D1 SCALE: 3/4'.I'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 1'-0' TYP. WOOD JAM PER PRODUCT GNLV. aTEEL OVEI%EAD DOOR APPROVAL Ma FASTEM t TRACK 1' MPL by OTWIM 6Y MA{F. LIDt TRACK BRACKM D r0 ROM WiWPRO T P APFiIOVALVAL IEEO. s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS--� STIFFBACK AT ALL UPRIGR PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGI I STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BD. WOOD BASE n W/ WINDOW OPENING ea FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW51J ON j' OAJ5. SHEATHING OR p CDX PLYWOOD SECURED PER I'-m' FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Cm IOU 0'-0' FIN. RR a TYP. WALL SECTION NO OPENING �5�1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'•I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J x y W 2 a rl 0 IN SUBDIV, & I.OT SILVERADO LOT #8 BLK. #12 PROJECT* 04128.002-08121 MODEL" 4EBB "1828—CALI" GARAGE SIFMG: LEFT PAGE: DETAILS 150 MPH EXP. B PRINT 10128/1A DATE: SCALE: 1/4"=1'-0" SHEET D1 IT M!L TO ❑��■�1:1�m�I© OO SECURE 2x4 ON FLAT TO SLK W/ CUT NAILS, SIDES= IX6 GARAGE DOOR MUCK Wv 15) 9 )SW* A -MOLTS 4' EMBEDMENT MM. W/ 27O'Xlb WAS1 ER AND NW SPACED EVENLY FROM FLOOR TO GARAGE DOOR MOM M JOINTS PRIOR TO FILLW- 1-2X6 PT BLOCK • CENTER OF 0 DOOR HEADER UV(I)VXS' J-DOLTS 4' EMBEDMENT UV 27O')dY WASI$R AND N11f. 0 6:n,sa I E MANPACTURER'S MSTALLATION MSTRJCTIONS WHERE SUCH MSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR lZUCK ATTACHMENT 4C4L!= w•a•-e 8• CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Yi INTO BLOCK ❑Tf(MIN W/ ))(4' TAPCONS .M, SHASIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W 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 PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 A WINDOW TO BLACK +3/4 OR +5/4 SCALE: MTS. 2X4:m SECURE TO BLOCK W/ W&' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN W OF EACH END 4 IS' O.C. MAX SPACIW- 2X6:m SECURE TO BLOCK WR-Wo' TAPCONS(MR.L SHANK SIZE .145 MIN. AD SIZtD3b0 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 8• CMU 18' O,C. MAX SPACING. Y)' DRYWALL 2Xg:m I' X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-)1(#' CASING O0OOR TAPCONS (MIN. SHANK SIZE .145 r MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPAGINrs. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JIM TO BLACK +1-1 2' (� WINDOW TO BLACK +1-1 " )' SCALE: N.TS. 2X4m SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IW OL. MAX SPACMCs. MUST BE ON OUTSIDE 4 2X&m SECURED THROUGH SECURESTO BLOCK W/U-V NM -STRUCTURAL Vs' A TAPCON MIN. (MIN. SHANK SIZE .14$ EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 B' GyA.I MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 'DRYWALL 10' OL. MAX SPACNG. 'X4' OR I'X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/U-%* O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 �AM MIN. HEAD SIZE 300 AMBORWINDOW MIN. EMBEDMENT I Yi) TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) DOOR JAMB TO BLACK +1-15 IB" WINDOW TO BLACK +1-15/ 8" " SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IW O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. I Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• Gt"MJ WITHIN 8' OF EACH END 4 LL K• DRYWALL B' OIC. MAX SPACING. 2XS: ❑ I'X4' OR P.T. NAILER SECURE TO BLOCK W/2—%' GASINCs TAPCONS (MIN. SHANK SIZE J45 A MIN- HEAD SIZE 300 POOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) I ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1 4" LACK +2 1 4 /1 WINDOW TO B" u SCALE, RTS. 2X4m SECURE TO BLOCK W/ �{r•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE= STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROWN SECURE To BLOCK W/2-,%'NON-STRUCTURAL %. TAPCON MIN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) DRY k' WALL WITHIN 8. OF EACH END 4 •X4. OR I•X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2X8m SECURE TO BLOC, W/2-% TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OZ, MAX SPACING. MANUFACTURES DETAILS. NDl6 M!1 Y Nip ro 1=Ye! JYf fDD MDT pL�#') DOOR JAMB TO BLACK +3" iE WINDOW TO BLOCK +3' ''' SCALE: N.T.S. 2X4m SECURE TO BLOCK V V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6a SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL Vo' TAPCONS(MN. SWANK SIZE TAPCON MIN. I Yi J45 EMBEDMENT INTO BLOCK MIFL HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8. CM 8' OF EACH END 4 Jr�• DRYWALLIV OL. MAX SPArW- 2X8:m I-X4' OR I'x2' P.T. NAILER SECURE TO BLOCK W12-V 2ND 2X SECURE TO TAPCONS(MIR SWANK SIZE STRUCTURAL MEMBER .145 W/(2)Yld WITHIN B' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANPACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" n WINDOW TO BLACK +3" i SCALE= N.TS. 2X4a SECURE TO BLOCK uuY4 TAPGON5(MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGSW 2X6:® NON-STRUCTURAL V SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-& TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 14' DRYWALL WITHIN 8' OF EACH END 4 18' OG. MAX SPACING. OR 17Q' P.T. NAILER 2X8� �.X4' SECURE TO BLOCK WA-114 36' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN- EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB' OL. MAX SPACING. MANUFACTURES DETAILS. =ID14 WIY •®� ro llY� bv� roD MDr E•®#•) DOOR JAMB TO BLOCK +3-7/18" WINDOW TO BLOCK C' SCALE: RTS. 2X4m SECURE TO BLOCK WN4 TAPCONS (MIN. SWAM, SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL TX 18' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2X6m7 SECURED THROUGH SECURE TO BLOCK WA-V4' NON-STRUCTURAL �(r' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' C" MJ WITHIN 8' OF EACH END 4 Y)' DRYWALL 18' Or- MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK WA-V4' MR' P.T. X 4' M TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 TTAC 4 TO 2X PER IS' O.G. MAX SPACING. MANIPACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" /1 WINDOW TO BLACK +3 3/4" as SCALE= N.TS. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: D003325 h ck pl U W In 0 4 03 14 BUIBDIV. Ae LOT SILVERADO LOT #8 BLK. #12 PROJECT* 04128.002-08121 WODEL- 4EBB "1828—CALI)) GARAGE 1911IIJG: LEFT PAOE: DETAILS %150 MPH EXP. B M 1 scar aDATE• // 10 28 18 scALE: 1/4"=1'—O" 81dEET D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 25076.1 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 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/23/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/02/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 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.FLO RIDABUILDING.ORG CONTROL DATE: 10/04/2018 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abde-signgroup.com AA #: 0003325 h V O a 4 4 !;'A Bumzv. a LoT. SILVERADO LOT #8 BLK. #12 F-RoincTir 04128.002-08121 ZWDEM.: 4EBB "1828-CALI" GARAGZ BIKING: LEFT PAGZ: PRODUCT APPROVAL LISTING v.150 MPH EXP. B _i_ - .�.. ROLMD A ABOUGHACRA L AR NO 93723 DP 10/26/18 BCAIM 1/4"=1'-O" BRZZT D3 PREFORMED CONTROL JOINT PLAICE OF CONTROL JONTS Td BE WIRED TIED TO LATH - S' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STD EXISTS BEYOND EXCEPT STAPLES W/ 'X' LEG MAY BE USED TO TEMP. am CONTROL JOINT DING RISTALL.ATION —\ FASTENERS TO BE SPACED 1- O.C. MAX VERTICALLY i 1, TwicK 3 COAT camENT \ PLASTER \ r UM LAYER 9, PORTFIBER / BUILDING PAPER APPROVED METAL LATH FASTENED -T (VERTJ O.C. MAX AT SUPPORTS UPS LAYER ti STUCCO URAP WOOD "ATHNG \ LATH eHAu NOT GAP MN BE CONTNlOUB v To r �• .• ro r ro THRatGM coNTRDL Jo= BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE W. PER ASTM CIO63 1JOJA PLACED PLAT MAX..66'' TO S' \ FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS Opt 6TRUCIURAL STUD STAPLES N CQRIAWCE Ul/ ASTM CiV63 7- 2. WRE TIES TO BE (No. IS) 00418' WRE 3. BLOCKING SNOUN MAY BE N ADDIT \ TO WALL 6TUD6 REQUIRED PER PLAN IF Wil ft, OLP0.D M4MD-R.A OL PCLD NYAIO - M.A 2. CIWAEE - It. e A CIlA16 - R. C OLPOLO 04ARD-Pr. A z afwe • PT. e sd.D 4r p/ ® �l ® LPOLD WHIO-PT.A 2. CF !AW - Pr. B z avAfK - PT. C l R R. C W W. e TLL Mr. C TOLI lm "OTTO.tiaaU eDT.01•I "�-"E WT6sTG/R ORAL Pete. QQ b=cur. i' TW= 3 COAT CEMENT PLASTER (1R A w T COAT ct3llr ILMT®R row UM LAYER 4, FORTFISER BWLDNG PAPER wA.YJ APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' . VERTICAL LA" (ROLL ENDS) . 6' - HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTH FORTIBER 614EATWM TAPE Mat LAP - METAL LATH \ \ {X X X X LATH VERTICAL LAP TO BE I' 4W SELP- WRAP ADNIERINCs MEMBRANE L FLA P M !COMPATIBLE UU bIWBE 7\ MATERAL)OVER \ APPROVED NOIJSE WRAP. I' OR LESS PIPE PENETRATION N�� UR.AP MATERIAL) OVER 4'n4' SELF-ADNERNG MEMBRANE FLASHING OVER APPROVED HOUSEE URAP. FLAASHING TO EXTEND ONTO PIPE n n—T—n CUT Am OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE AIDE OF FLASHING T 01 T P2 PASW DM Ire Mta>aRa+e URD LAYER 'I, 1' TWIG(, 3 COAT CEMENT ULSB LAYER % STUCCO WRAP I PLASTER STUCCO URAP •' MN PAPlR uP BELOIU oN.i METAL LATH LAYER P/, TORTFIBER URB LATER - FORTFIBER URB LAYER P2, FORT BILILDNG PAPER BUILDING PAPER MUL \ BUILDING PAPER � FETAL LATH UM LAYER q, 6'rb' SELF-ADNERNG MEMBRANE STUCCO WRAP FLASHING OVER 4'.4' SELF-APIMEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD 84EATHING STRAPS, STAPLES) AS MOOSE WRAP. REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE PIPE/ WRE TO FRAMING P MIN CAT-- 4•R4' SELF-ADFERNCs MEMBRANE PLASHING OVER APPROVED HOUSE URAP. y,, PLASHING OT EXTEND ONTO PIPE 2 SCALE.IIQAI 0A. ® KICKOUT DETAIL - Al \ I °a "MR TRn(f MAL repo as Eounift D�tn, art uoJ wTALL R/61NG AT elmon a ROI•>' . nAtL wrUlReaTIONU VERTICAL LATH & PAPER DETAIL DESELAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS THEY SMALL BE TIED BETWEEN SUPPORTS WTH 004'I5-114. (121-FM) UURE AT INTERVALS NOT MORE THAN S' (22S-FM) AS PER ASTM 0063 1AI. FOR REPAIR OF TEARS N UM LAYERS, TEARS MAY BE PATCMEO W44OUSE I RAP TAPE PER MALUP SPED OR PEEL N STICK "ATHNG LR, AP - LATH AP . PAPER HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB a TAPE OVER ROOFNIALL SCREED 5'XB' 'L' TYPE CONTINUOUS 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. N.T.S. W CONT. BEAD OF SEALANT INSTALL APPROVED MOWEURAP AIR INFILTRATION BARRIER OVER 6NEATHINC- ELASTOFERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R70&7 EdnlUr IsUYIn Und oM n E,denoT of poruand cement palm. 4,11 comply with the applk Rim requirements of ASTM C 926-12A. lre lmm-of e# no' 1.1finv." taming shall comply with ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) ORB LAYER *2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION Ri03.11 / ASTM C-64-7-09, MIN. 2.5 CBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde Igngroup.com AA #: 0003325 W OFF ai 0 a y C Fc C C SUDDIV. ac I UT SILVERADO LOT #8 BLK. #12 PROJECT# 04128.002-08121 MODEL' 4EBB "1828—CALI" GARAGE 91111►MG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B D 10/28/18 SCALE: 1/4"=1'—O" SHEET WA1 BACKER ROD BACKER ROD WIRES LAYER 9, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SE0iEurE OF FLASHING TO BE: I. BOTTOM. 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL BIDES. Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and Plastering Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1053-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84l -09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'CUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION L1 SCALE: NT.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW GUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDCsE APPLY E-Z OVER 60 MI GRADE 'D' FELT -PROM SEALANT Al JOINTS AND INTERSECTIC WOOD CONSTRUCTION a' CMU WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFIBER BIUILOWS PAPER METAL LATH -1/8, TEXTURED FNISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • T' OZ. MAX 71i.' TON HID -WALL WEze SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK 8' WRB LAYER 7, STUCCO WRAP CUT 'X' INTO SELF -ADHERING 7E ! t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANEFLASHMG OVER BOX AND OVER ' APPROVED WRBLAYER 9 STEP #1 STEP #2 ti WRB LAYER •I, STUCCO WRAP STEP #3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP go" SLF-ADHEIWG vi [� MEMBRANE FLASHING �- WRB LAYER A'2, FORTIFIBER BUILDING PAPER STEP #4 / ELASTOMERIC f COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP "re OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-WIS FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 114 0 y 0 R 64 SVHDIV. & LOT: SILVERADO LOT #8 BLK. #12 PROJZCT# 04128.002-08121 MODE. 4EBB "1828—CALI" GARAGE SVMC;: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TZ 10/2t3/16 SCALE: 1/4"=1'-0" SIMEdd�TT A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO vffzzzzzzzleA SELF-ADHESIVE FLASHING - - - - k 22 1�k CORNER BEAD (FASTENER t SPACING @ l' O.G.) GMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J w h m 0 h C ' SUBDIV, de LOT: SILVERADO LOT #8 BLK. #12 PROJECT# 04128.002-08121 MODEL4EBB "1828-CALI" GARAGE SSING: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B DAA E: 10/28/18 SCALE: 1/4"=1'-0" SHEET WA3 kk LEGEND DRAINAGE PLANE (UURB LAYER "I, STUCCO WRAP) IURB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING IVE FLASHING — — — — WOOD CONSTRUCTION SETOND WOOD SNEATNMG UEATNER RESISTIVE DARRIER -1 , i I _ DARKER RESISTWE I i 7f.' X T�� 81DHY. /ice \ R _ADFERIYi LLW. 6WrSELF-ADFERM IL FLASNp1G L _\ A I WEATHER RESISTIVE / \ \ BARRIER 9 STARTER STRIP \ \ DARKER RESISTIVE PLASWM \ —' i-am-� TAL GALv77 FETAL G r R.ASNMG OR / WOW6ED F@1DET I GAP U C ULKMG OR APPROVED SEALANT DEA2 SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 4 y k 8 P4 In O rn C a is b W, SLTHDiv. da LOT: SILVERADO LOT #8 BLK. #12 PROJECT* 04128.002-08121 UODEL: 4EBB "1828-CALI" GARAGE STING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B a PRIM' 10/26/18 DATE: SCALE: 1/4"=1'-0" SHEET kk WA4 / \ \ —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL < STICK METAL FASCIA WRAP I" i '' DRIP EDCsE 1/8' TEXTURED FINISH g WOOD 1/2' TEXTURED / FINISH m CMU V METAL FASCIA \ WRAP Ya' FROM '\ STUCCO, I' FROM a! WOOD WALL \ \ EXTERIOR WALL (FRAME OR CMU) \\ o\ is \\\ \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY 1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH 1 STUCCO LAYER "I, ijrl�j{ 9TUCC0 WIiAPfFRAME ONLY) ` WRB LAYER 02, FORTIFIBER BUILDING PAPER - ------ (FRAME ONLY) cn ROOFING CEMENT DRIP EDGE ©FLAN `-METAL KICK OUT B ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL Z(NOT INTO STUCCO) \\ I 1-1/8' TEXTURED FINISH a \� \ /WOOD, 1/2' TEXTURED FINISH o CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK ®f=L AN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT o 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/Wx4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) �ME OR CMU T 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/I1 'x4' NOTCH END, WRAPPED IN PEEL d STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL 3• �U -ROOF CEMENT ROOF EDGE SUB BAND DETAIL ® WALL CCL�AR TD FOR W/KICK—OUT 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwaMiesigngmup.mm AA #: 0003325 x e F E C L J 9UHDIV. a LOT SILVERADO LOT #8 BLK. #12 PROJECT* 04128.002-08121 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %150 MPH EXP. B DATE: 10/28/18 SCALE: 1/4"=l'-0" 8FIEET dd AV FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: 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 T-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 W1.4xW1.4 OVER GENERAL 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10' - W. (+)0'-0" FM-12xl2 17, CONTINUOUS 1T - (2)#6s +0"-U' FMAZ118 17' CONTINUOUS 18" (2)#6s (+)U-U' FM-16x18 16, CONTINUOUS 18" - s +)0"-(7' FMC-12x18 12, CONTINUOUS le, -77fs #5 IN CURB VARIES F-24x24 24" 24" s s (-p-g- FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bt LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com II AA #: 0003325 F V 1 L4 1m 0 a q C F !;4n a SLJHDIV. de LOT SILVERADO LOT #8 BLK" #12 [PROJECT# 04128.002-08121 MODEL" 4EBB "1828—CALI" GARAGE S1►WG: LEFT PAGE: FOUNDATION PLAN %150 MPH EXP. B DRINT w10/26/18 SCALE: 1/4"=1'-0" SHEET s1 3a' MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTEDSTEEL REINFORCING IN GROUTEDCELL SEE PLAN FOR SIZE AND 4 dCELL SEE PLAN FOR SIZE ANDa O REQUIREMENTS SPACING REQUIREMENTS }SPACING FL DOOR W aoU "GARAGE . W RECESS U a _FM (A • B"CMU WALL O to8" CMU WALL I _, 1 CORNER BARS, SAME SIZE AS BAR W W e" O o • .I IN FOUNDATION WITH 30" LEG EACH W U TOP OF SLAB 0'-0' TOP OF SLAB fl WAY AT ALL CHANGES IN DIRECTIONS I .., SO THAT THE STEEL REINF_ IS CONTINUOUS U) to " z _ • MATCH AMOUNT OF CONTINUOUS BARS ( • "I' CURB FOR •m EXT. FOR SLAB' SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA CHAMFER (1STORY) #3 181, -VARIES SEE SLAB SCHEDULE TOP OF GARAGE "� EXT. PORCH SLAB CHAMFER(1STORY)W/ rAND I _ILL CONTINUOUS STEEL MONOLITHIC _ FOOTING REINFORCEMENT SEE SCHEDULE Z=p" MASONRY UNITS SET AT ELEV: W/i/2'ISOLATION (V .LAT, CHAMFER (2-STORY) #4 24" 1/2" ISOLATION lCHAMFER (2-STORY)APPLICABLE) 0 0JOINT ZE SCHEDULE 30 JOINT (WHERE APPLICABLE) •' 'i SCHEDULE#5 Z 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE xD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST cBAR QUANTITY AR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' v EXTERIOR MONO -FOOTING (-,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" L SCALE:3/4"=,'-0•• CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: W w I j U) NEW REINF. BAR O R SECURED W/ 2- PART g 7CAPPED a I EPDXY. IN. EMBED GALVANIZED PIPE Q 8", UNO W/FLANGE @ BASE Q FOLLOW ALL MANF. SPECIFICATIONS FOR U) a a0 USE AND I 4„ PREPARATION OF SECURE FLANGE TO W HOLE. J SLAB W/(4)1/4" X 2 1/4" o O }• TAPCONS .P 4" CHAMFER(1STORY) 6• CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION G V SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z oa. m W Y J a Q 8" CMU WALL Z 0' - TOP OF SLAB I" SEE SLAB SCHEDULE i Z - g = .ISOLATED" COLUMN PAD —�� CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH • . -- — - FOUNDATION AND SLAB SEE SCHEDULE s / FOR WxD, BAR SIZE ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 V - SCALE: 11 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.eom AA #: 0003325 V 4 O� U w 0 U y W O Fe C S BXMDIV. ae LAT SILVERADO LOT #8 BLK. #12 PROJECT# 04128.002-08121 MODEL- 4EBB "1828-CALI" GARAGE 8111IING: LEFT PAGE: DETAILS 150 MPH EXP. B • , c DART E: 10/28/18 9CAL,E: 1/4"=f-0" SKEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bi LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rZiJ cc t a W O G W O R 1 4n W Q BUHDIV ac X.OT: SILVERADO LOT #8 BLK. #12 PROJECT# 04128.002-08121 MODEM 4EBB "1828—CALM" GARAGE SIWMG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DA'M: 10/26/18 SOAL.E: 1/4"=1'— 0" SHEET S1.2 TIE VERTICAL REBAR - TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BONDBEA. VARIES PER ELEV. Z g a. fV � •I #5 BARS I El El 8^ 5 O CIEAN OUT REQUIRED Q FOR INSPECTION m # O o 0'4 FIN. FLR. $ - •a TIE RTICAL REBAR . • TO HORIZONTAL Elo REBAR W/ 10" HOOK mod— T BAR SIZE 48 BAR DIA *� Z #3 18" p #4 Z4' U #5 30' CMU UNIT DIMENSIONS O ro ARE NOMINAL SIZES HORIZONTAUVERTICAL MASONRY SYMBOLS 3 SCALE: 3/4"=1'4' REINFORCING SCALE: 3/4"=1'-fY 1441 N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com L AA #: 0003325 is d h 8 q. 0 4y r"n O F SUBDIV. & LOT SILVERADO LOT #8 BLK. #12 P1tOJECT# 04128.002-08121 MODELS 4EBB "1828-CALI" GARAGE STrMG: LEFT PAGE: DETAILS 150 MPH EXP. B m10/26/18/4"=1'-0"2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG. NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 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 VIANDOW, 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 WTH 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 OTHERV�ASE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-O", FINISH FLOOR, UNLESS NOTED OTHERWISE. BEAM SCHEDULE gZaaM INDICATES OPENING BELOW/ .T.O.B.=TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/T.O.A.=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Im) MH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *I111111*Nw SAFE LOAD - POUNDS PER LINEAR FOOT �•Gww SAFP OAD ♦--/ r SAFE LOAD -POUNDS PER LINEAR FOOT 81M 74T' (42) PRECAST 2231 4'4T' (48') PRECAST 198E 4'8' (54D PRECAST 1599 54' (64D PRECAST 1217 5.10' Mn PRECAST 1062 6`0 (78D PRECAST 908 T41' (90') PRECAST 743 94' (112') PRECAST 554 10-0 (128') PRECAST 475 '.,r4' (13en PRECAST 362 12.0' (144-) PRECAST 357 13-4- (18n PRECAST 296 IN-W (1681 PRECAST 279 14'd` (175) PRESTRESSED N.R. 194' (184') PREMREBSED NA 17`4' Ms) PRESTRESSED N.R. 134' Mr) PRESTRESSED N.R. 21'4' P587) PRESTRESSED NA 2ZO (464) PRESTRESSED N.R W-V 986") PRESTRESSED N.R. ====mmmmirrm m�ovmo� 0�m0000 m0= ® 0000®00 N=m0mr_ mTl=rwm ®mcm0 l=Kzm 0movom �m000�v ��000m0 mmmoo �om®oo oommo®o oommomo �oom0moo oomm000 �00000� mcxmcmm===mm 0=00®wzzl= 0m�0�0 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS. FOR GRADE 40 FIELD ADDED REBAR. T-W (42') PRECAST 10251 1024 1 INS I V-S' (42") PRECAST 4'-V (4S') PRECAST 755 783 1308 N-W (48') PRECAST 4'4' 04D PRECAST 592 501 1073 44' MCI PRECAST S4' MC) PRECAST 411 411 745 54' (54') PRECAST 5-10' (70') PRECAST 340 339 815 3-10- (M PRECAST 54r (78') PRECAST W7 721 490 V- r (767 PRECAST T4P (90O PRECAST 424 534 363 T$ (SS') PRECAST 94- (112-) PRECAST 328 512 230 34' (11T) PRECAST 1174P (129) PRECAST 284 401 180 10'4P (1280 PRECAST 11'4' (135D PRECAST 260 452 154 114' (13r) PRECAST 124' (144') PRECAST 2" 402 137 174' (1447 PRECAST 134- (180") PRECAST 217 324 110 13'-4' (IOV) PRECAST 14'4' (168') PRECAST 205 293 100 W-V (168) PRECAST 14'-W (176D PRESTRESSED N.R. 254 91 144T' (17n PRESTRESSED 154' (184'} PRESTRESSED N.R. 259 83 154' (184-) PRESTRESSED 1T4' (205') PRESTRESSED. N.R 194 64 1T4' (208') PRESTRESSED 194' Wn PRESTRESSED N.R. 148 52 134' (232') PRESTRESSED 21'4' RW) PRESTRESSED NA 125 42 21'4' (258') PRESTRESSED 274' R54O PRESTRESSED NA 116 40 224' PW) PRESTRESSED 24'4P Mn PRESTRESS® NA 91 33 ZV4r (28n PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM *SAFE LOAD TABLES' BY CASTCREIE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEGFICATIONS - PROVIDE MMBMUA 4OF BEARING PART EACH SIDE OF WINDOW OPENLNO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 *��1 • " 8F16-1T/OM/08 � � - 8F16-lT/0M/0B " � � � � 8F16-lT/0M/0B t 1 � o i I I L----_J 8RF14- 1T/OM/OB IL r-cvvv�-vrvc�-�•v� w c4-« vcrc�-cvc�-cvvvnil vccc� LIFT BEAM PLAN SCALE: 1/4" = 1'-0" UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 6-8". UNO. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332E Z W 0 y4 A F �p 0 3v13DIv. a. LIT: S ILVERADO LOT #8 BLK. #12 PROJECT1p 04128.002-08121 MODEL• 4EBB "1828-CALI" GARAGE s11ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B CT DAR� 10/26/18 sCALJC: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 3d' LAP FOR EACH . COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK\�'�Q 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ,#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'SKlel �p �EiP\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJ / 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 / A TOP OF THE LINTEL. �" B 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. p05 F�L¢ BX16 DBL. BOND TOP OF • \Q ,ry 9 e�� EACH C13 W/OU1RSE BAR BOND BEAM 8x8 BOND TOP OF • OQ�GN\a0 W/ (1) #5 BARAM .y BOND BEAM F = FILLED W/ GROUT I -�\a0 U =UNFILLED GROUT SOLID FROM T� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #6'S, IN E BOND BEAM BEAM COURSE o SEE NOTE 5 N. X'\ 16-1 T/1 v 8x8 PRE -CAST CONCRETE QeS�F�� NOMINAL—�� LINTEL W/(1)#S BAR (L2) 0 P� ONRY HEIGHT # OF #5'S, 70P OPENING-2" LENGTH OF BAR=WIDTH OF gE4M DESIGNATION BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-d' THAT XFXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1X') 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON .3 114, PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SIZE. MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1114 8" = SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") e" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING TYPICAL MASONRY WINDOW CMU WAL MU WALL SILL CONSTRUCTION 4 SCALE: , 1/7'=,'-0" ARCHWAY FRAMING DETAIL rJ SCALE: 3l4"=1'-d' ILI 1441 N. RONALD REAGAN Si LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.com AA #: 0003326 m a 0 W O R Lill- 0 10 7 a 8111713DIV. & LOT: SILVERADO LOT #8 BLK. #12 IPIiOJECT# 04128.002-08121 M0DEL1 4EBB "1828-CALL" GARAGE STIPMG: LEFT PAGE. DETAILS 150 MPH EXP. B DRMT A 10/26/18 SCALE: 1/4"=1'-0" SHEET 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. SMALL JACKS < V MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 ill" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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'). B. 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 NTH 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. 1-PLY U: -1003 LBS G: 2294 LBS 1-PLY U: -1030 LBS G: 2063 LBS 1-PLY U:-6W LBS G: 1071 LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM. WI USP HLPTA75 USED TO BRACE TOP OF WALL. FRAMING PLAN SCALE: 1/4" = V-0" 1-PLY G: 496 LBS U:-145LBS 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.00m AA •: 0003325 is V y F 0 rVn C sysDiv. ae LOT SILVERADO LOT #8 BLK. #12 [PROJECT# 04128.002-08121 WODEL- 4EBB "1828-CALL" GARAGE 310MG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B DA E 10/26/18 SCALE: 1/4"=1'-0" SHEET s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOFM/ALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 2 1W FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A{1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B{2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS tOd x 1 12" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 114" x 2 1W' TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x BEW/ (3)1. GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1Z' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) TAP CONS MIN, Z' B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER Z' APART REPAIR OF MULTIPLE ICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SS-GDlZD-ERSALE 3/' -'� 3 CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12'' EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1/Y' DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/Z' 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/ (2)10d's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END TRUSS SCALE:3/4"=1'-0' PRE-ENS NOTCH DEPTH 1/4'D HOLE EDGE>5/6" THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <2/5`D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLYOF OLE EDGE >519" 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 (F7 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 ol THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, 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 F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/Z'=1'-0 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abda igngroup.com AA #: 0003325 F W y O w a eF 9 ti-LL i sUBDIV. ee LOT SILVERADO LOT #8 BLK. #12 PROJECT# 04128.002-08121 MODEL• 4EBB "1828-CALI" GARAGE srIINCI: LEFT PAGE: DETAILS 150 MPH EXP. B DATE:FPRMT 10/26/18 SCALE: 1/4"=1'-0" SHEET S3.1A PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE -ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2z8 PT. PLATE TO BLK W1 TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W!2' WASHER SET IN HIGH STRENGTH EPDXY IT'MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's a EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 314771 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 IF-_, h L4 a w y 0 u rn 0 ro S. BVHDIV. at LOT: SILVERADO LOT #8 BLK. #12 PROJECT* 04128.002-08121 MODEL. 4EBB "1828—CAU" GARAGE SKIING: LEFT PAGE: DETAILS 150 MPH EXP. B ml F-ppmrr -I DATE:10/26/18 SCALE: 1/4"=1'-0" SHEET S3.1B - VTT SPACING (1) AT EACH END 'I�jljl� - (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT VTT AND 6'-0" O.C. MAX. 13RACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE Iljlji��l 30'-1" TO 60'-0 (3)'W' BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS IIIII�I11 11�11 I� (2)'W" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL 11111111 FROM CENTER TO END, UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) I \ a O PLYWOOD SHEATHING, SEE "ROOHWALL/FLOOR \ IL SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR Ll DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2.SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ tOd SUBMIT SHOP DRAWINGS NAILS FORREVIEWRAT RUN CONTSECURED 17,O/COMMON 12' O/C ED2x4 AND APPROVAL 6ECURED W/ (2) 12tl's @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS �� VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE: N.T.S. 1 W/HIP RETURN scALE:3/4"=r-a' 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F h V W 0 G F SUBDIV. & LOT SILVERADO LOT #8 BLK. #12 [PROJECT# 04128.002-08121 MODET_ 4EBB "1828—CALI" GARAGE SMU4G: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 10/28/18 SCALE: 1/4"=1'-0" SHEET S3.1C q >r� DABLE END �A� L A ROOF WIND DESIGN PRESSURES NET S) 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'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY:11 APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTSSEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS (94" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 212' 0.129' 170000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 212" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION(ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES ., J Q Z . 2 (9 W Z. z = L m 0 W 4D (/J J Z . � Y z z . . a m. a W zU) W Z (9 w Z S U UM) O zit Of m J Z Y Q W W = It (7 30 LOU It U F U n� O m W m a TOP CORD BLOCKING AT 4- O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. .Mo R ORTRUSV- -_t-_- 11 ■MMMML 11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING - Sd RING SHANK GUN NAILS 0 6' O.C. IN FIELD �-• 8d RING SHANK GUN NAILS Q 17' O.C. IN FIELD or 8d X 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.6.jN FIELD J\ TYP. 3/4" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF, ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS BLOCKING CRIPPLERS SILLS ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHP.LL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THEE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING SYP #2 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 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 -non<ono —t 10 psf BTM CHORD -rionaonmmm DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 PST BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 Psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DOO psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMfT PROPOSED MIX DESM, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S" W- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3DII AND ASrM C94 OR MEASURING, AXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED [NITS FlNAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SIICHTHAT A BATCH IS FEW FOR LONGER THAN 90 MINUTES, THE CONCRETE SMALL. NUT BE PLACED. N SHALL L BE THE RESPONSIBILITY OF THETESTI LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FDR CONCRETE CAST AGAINST AND PERMANENTLYEXPOSEDTO EARTH(FOUIDATIONS% B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER i-12' FOR #5 AND WAU ER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/B FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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. ORE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 25" #8 BAR - 36" 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 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SWILL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 115 BAR - 30" #7 SAR - 42" ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING - Sd RING SHANK GUN NAILS 0 6' O.C. IN FIELD �-• 8d RING SHANK GUN NAILS Q 17' O.C. IN FIELD or 8d X 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.6.jN FIELD J\ TYP. 3/4" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF, ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS BLOCKING CRIPPLERS SILLS ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHP.LL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THEE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING SYP #2 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 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 -non<ono —t 10 psf BTM CHORD -rionaonmmm DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 PST BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 Psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DOO psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMfT PROPOSED MIX DESM, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S" W- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3DII AND ASrM C94 OR MEASURING, AXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED [NITS FlNAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SIICHTHAT A BATCH IS FEW FOR LONGER THAN 90 MINUTES, THE CONCRETE SMALL. NUT BE PLACED. N SHALL L BE THE RESPONSIBILITY OF THETESTI LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FDR CONCRETE CAST AGAINST AND PERMANENTLYEXPOSEDTO EARTH(FOUIDATIONS% B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER i-12' FOR #5 AND WAU ER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/B FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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. ORE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 25" #8 BAR - 36" 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 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SWILL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 115 BAR - 30" #7 SAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 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 HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS B ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAW NGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY S 11C 11RFc ANn (:nMMFNTARIFSt AB LICENSED PROFESSIONAL ENGINEER. PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH ASTM CA76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE 'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 4si FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 I si. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE NTH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. 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 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 SOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MRICATION WE TYPE APm!_T_ WE TYPE SPACING �621NG TO tMASIXIRY ICOtK. CASE— P O< O NASOn#rXxnc. SEE DEra1 6EE DETAIL SEE DETAIL SEE DETAIL t PEGD.AT.LSEE NOEXT�RB -SE HAAOEWIL -INTOMASOMYroONC�"E OMPBOIRVICONC. SEE DETAIL SEE DEraL -I— SEE DETAIL mmOW BD« tx PT, �E NOTE 6 vnNDOWmaraPAB ENED - CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT.SMNG DOOR BUCxh PT, SEE NOTE6 INOI WASHER •TAPLiXf' FASTNER 180� END. EDGE oST. NON9EARINGNWD WALL TO CONC. 9IPB !: ExPANT ]a•qC W/WASHER BOLT .. PTT Vr1NDOW eEE 0138•PAF 11IB• YOIC I - END. DIST..1t? O SrvOTEBEH ST—E. EDGE NOTES 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 HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WNDOW AND DOOR BUCKS SHALL BE AS WDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a Ddesigngrou p.mm AA #: 0003325 d h i; y. O q O gF C IP tMDIV. & LtOT.SILVERADO LOT #8 BLK. #12 ROJECT# #04128.002-08121 MODEL" 4EBB "1828-CALL" GARAGE SIW MG: LEFT PAGE: DETAILS 150 MPH EXP. B A DATE:10/26/18 SCALM: 1/4"=1'-0" SHEET .04 1 ��v ��si s'� Zo�q