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HomeMy WebLinkAbout6777 Wagon Trail Str 99 CAL19' 0 4EB-B-- 1828 H O M E S 12602 TELECOM CHIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA NATION j OELECTRIC CODECODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES DEC Z 6 y I aEVIEW DATE 018 CITY OF ZEPHYRHILLS PLANS EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 P TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC 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 -BASIC WIND SPED - Vult=150 MPH Ve3d=116 MPH -EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE MPR. MANUFACTURER Arc AIR CONDITIONING MIN. MINIMUM AD]- AERNATE MADJUSTABLE M.T. MMETAL ALT. LTTD. OUNTOUNTEDEHRESHOLD AMP. AMPERAGE MTL. METAL BD. BOARD N.T.S. NOT TO SCALE CL CENTER LINE O.C. ON CENTER CAB. CABINET PL PROPERTY LINE CLG. CEILING P.B. PUSHBUTTON CLR. CLEAR PH. PHONE CONC, CONCRETE PLT. PLATE CFr. CARPET PLYWD. PLYWOOD C.T. CERAMIC THE PR. PAIR D. DRYER P.T. PRESSURE TREATED DDOUBLE R. RISER D.00.. DUAL GLAZED BAD. RADIUS DIA. DIAMETIR R.A.G. RETURN AIR GRILL DIM. DIMENSION REP. REFRIGERATOR DISP. DISPOSAL RM. ROOM DP. DEEP R.O. ROUGH OPENING DR DOOR S.C. SOLID CORE EXTDR D.S. DOWNSPOUT S.D. SMOKE DETECTOR DTL. DETAIL S.H. SINGLE HUNG D.W. DISHWASHER SHT. SHEET EA. EACH SHTHO. SHEATHING EQUAL sIM. SIMILAxPG ELEV. ELEVATION SHWR.SHOWERROLAND EXH. EXHAUST SL. SLIDING EXT. EXTERIOR SL. CL. SLIDING GLASS F.G FX. FIXED GLASS 9TD. STANDARD F.G. FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION FLR. FLUOR TEMP. TEMPEREDGLASS FR.DORR FFRREENCHDOOR LUORESCENT Toc. TOP OOFCURB PTG. FOOTING T.O.P. TOP OPPATE GA, GAUGE T.O.S. TOPOFSLAB GAR. DISP. GARBAGE DISPOSAL TYP. TYPICAL C.F.I. GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GI_ GLASS V.P. VAPOR PROOF OYP. BD. GYPSUM BOARD W. WASHER H.B. HOSE BIB W/ WITH B.C. HOLLOW CORE WD. WOOD HOT. OR HT HEIGHT W/HW W TEERRHEATPR INSUL. INSULATION W1 WROUGHT IRON NT. INTERIOR LAY, LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG AI -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAI —WALL ASSEMBLY DETAILS PG WA2-WALL. ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS WA8-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: 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. CALL, S LIVING r11,111218 SQ. �a sQ. Fr. ENTRY 6 SQ. FT, L,wai SQ. FT. TOTAL. 2362 $Q, FT. STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN PG S1.lA-DETAILS PG Si.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DET 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 WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.em L AA#:0003325 8usl> . a I.oT: SILVERADO LOT #3 BLK #12 PROJECT* 04128.001-03121 MODELc 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B 201 08/16/166 SCAL C: 1/4"=1'-0" EiHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 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 MR 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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) S. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 6 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8, FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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, %' 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-C1063-123. 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. I1A AND R703.7. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www,a bdosigngroup.com AA 4F 0003326 Suslnv. ad Lotil SILVERADO LOT #3 BLK #12 PROJECT# 04128.001-03121 MODMIA 4EBB "1828-CALI" GARAGE SVMG: LEFT PAGE: GENERAL NOTES %150 MPH EXP. B vi DA= 08/1s /le SCALE: 1/4"=1'-O" SHEET GN q *- ml SW -A. ',�oJE�EEIIo �ioIIEEEEEE�EEIOII�EIiEEE�EIo �oIEEEEIL oIL, r r r r P_ I r - I. r - r - Ir - r - o r it r li 1` i r r r r r C 11 I �r 0 � r r r �i r � V.IS - i a' 51 - �78 ��� • 1 v_v CIA WCHEN © rME mm o r „ - r r , • r �■� r - ° CYO As PER r 0 r o r . ...ter GARAGE '. ® '. FOYER r BEDROOM - \L■'� gTIRMS. r i - ENTRY r r- r rI r - M alEEllo IOIlEE1� IEEEE�IIo OIIEEEEEIra SQ.FT. CAM'S LIVING 1828 SO. FT. GARAGE 430 SO. FT. ENTRY 16 SCL FT. LANAI 8$ Sa FT. TOTAL 2362 Sa FT. COM'01@RAIO CLIOpgEO LOADA BA9C IwID EO'OIIIE POR 88-0010 DINIB OpEom BOWIE m IfHVWO b FSKa NOT" maAIE MN. WINDOW I0 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR, MIN. CRITERIA SGD. MIN. i 41 5 23/.29 CRITERIA 16010 O.H.D. 1 112 5 20.4/-22., BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 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. OMM DA C DEL. TOP PLATE 0 BAR DETAIL A SCALE: 1/4' • 1' 0 0 DIM. vARIES ARCH DTL. B SCALE: 1/2 • P-0' IaIIHdMtn 9rr:1ONi 81-ALE: 1/4' . P-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 CGETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MIN THICKNESS, SOLID ORHONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE PIRE-RATED DOORS. li N. RONALD REAGAN 81 LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AAM.0003325 y O N UBDIV as L.OT: SILVERADO LOT #3 BLK #12 PROJECT 0412 .001-03121 MODEL 4EBB "1828-CALI" GARAGE BMWO: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B 0 x DA 08/18/18 8CALE: 1/4"=1'-0" SHEET Al BLDG. HGT. 4' FREIZE BAND 8'-8' BRG. HGT.� OPT. COACH -� LIGHT a -SHINGLE ROOF - DECORATIVE FOAM DRAIN TILES -b' RAISED BAND (TYPJ BRG. HGT. 0' -16'X(Pm' FYRON DECORATIVE 5OWTTERS OR 4' RAISED BAND (TYP.) ---------i I OFF RIDGE VENT OFF RIDGE T AREA OF ATnC 2364 SQ FT, NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA . 7364/30D • 7.66 VENTI LATION AREA X SO. INCHES PER FT.(144) 1134.72 SQ IN. MIN, REQUIRED VENTRATION = .5X IM72 IN UPPER PORTION OF ATTIC 567.36 SO, IN. OFF RIDGEVENTILATION AREA 115 SO, IN. PER VENT 567.36 /115 TOTALROFVENTS REQUIRED A33357 TOTALMOFVENTSPROVIDED = 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG E (TERIOROF WALLTO EXTERIOROF WAU, NOOVERHANGS INCLUDED d,8'^8' BRG. HGT. SIMI IrllgKlw.,nn�� �E ; �11.RlrinGla —�— OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-m' TEXTURED FINISH - IF a 0'-0' IN FLR 0'-0' FIN, FLR,, IN. G D--------------------'---'-- ------------'-'-------- - MIN. 4' GRADE LEFT ELEVATION SCALE: 1/4 . I'-C' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-8' BRG. HGT. r 0'-0' FIN. FLR. MIN. 4' GRAD - ----------_-_-_---_---_ ---------- RIGHT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH m -0' FIN. DECO. DTL. A SCALE:1/2.1' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 1 ennn; N w x O aysDly. as LOT: SILVERADO LOT #3 BLK #12 PROJECT# 04128.001-03 21 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "C" 150 MPH EXP. B 8� DATE: 08/16/18 SCALE: 1/4'=1'-0" 8iIEET A2C ELECTRICAL LEGEND SYM. DESCRIPTION -0. TANDARO SWITCH -4 -WAY SWITCH -- -WAY SWITCH .yg IMMER SWITCH +• BUTTON Fnl ISCONNECT T E (126v/20-AMP ) Ll,�W�jLERECEPTACLE RECEPTACLE RECEPTACLE (EQUIPPED FAULT AMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF CUTLET RED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTAC IE (GROUND FAULT 1mv QUADPLEX RECEPTACLE ® DT WV DIUIPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) MOUNTED LIGHT NG MOUNTED LIGHT ENT LIGHT nALL P LIGHT SCONCE PRE-WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) B LIGHT FIXTURE Ppann BULB L" T FIXTURE nmcm BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN ( CABINET LIGHT ® 'FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) a x O jmcm LIGHT • CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-DOX OPT. FAN LECTRICAL PANEL (FIELD VEIRIFY LOCATION) RLP VERIFY He -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILING MOUNTED FAN B T FAN (1 CRM PER SQ. FTJ E JACK O DETECTOR (CEILING MOUNTED) ® MONOXIDE IMES TV V JACK ^E�815 PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TOBE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT t0 BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CRM INTERMITTENT PER TABLE MI601A OF FDCR BTFN ®ITION (201y. • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRdIIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) ' WIRING METHOD SHALL BE NON METALLIC CA15LE AS NEC 2014 ARTICLE 300A(DX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL DE SELECTED DY GUILDER AND LIGHITING MIST DE ENERGY EFPICIENT mOF R TYPE PEFB.C. ENERGY CONSERVATION fNESIDENTiAL ENERGY EFFICIENCY) 201'I. 6th EDITION R404.1 01SUIITE3 R PRE -WIRED \\ CLG FAN \ 0. BATH LIVING ROOM PIS -WIRED`• CLG FAN , CLG FAN WP / GFI / 1 DINING 1 In I ROOM I I 5'-bn VO / / ET / _ OUTLET SWITCH IN CABINET ---- FORDW ------ i GFI ` \\ SINK \ IGCHE -- O L Am RANGE -/ M BDRM. #4/ =v / Dm *,OR C.'`J PRE-WIREDCLG FANO GFI I AFF. f / _ � I / oO 1 _ / a BOLLARD / 1 AS REO. PER BLDG. WALL MOUNTED N ` CODE LIGHT W/SWITCH IN J yC ATTIC I ®I 1 GFI / \ CLG. � _ \ METER OUTLET KEYLESS \ FIELD FIXTURE LOCI E4YE$ IRRIGATION OUTLET • 4W APP. GFI GARAGE ENTRY :OACH LIGHT ELECTRICAL PLAN SCALE: 1/4' a I'-0' W/ BDRM, j / PRE -WIRED ' GLG FAN CEILING MTD. LIGHT TO ESE INSTALLED, PROVIDE J-BOX FOR OPT. FAN W P Panel MAIN - A PANEL: 6A6 wp6Rbaakw VOLTAGE: 120/240VAPh MAIN: 150 Amp M.C.B FEEDER: } 41 Cu 7HM 61- 46 Cu (Q In 1 12• C_ OR 3-E2A1 AL TIM A 1-46 CU(G) In 1 12' C. Wla PW b 9.W CYN dnYa ram ab P.m ww nx m ea.na honrnw m6 a2 x m ..p✓f.n 1 roa + 6W4 C4-1 a x a e PANEL -A PANEL: 42 at beaker VOLTAGE:120/24OV-1Ph MAIN: 150 Amp M.L.O. FEEDER: 3-01 Cu THMN A 1- 06 Cu (G) in 112' C. OR "M AL hIWN 6 1- E6 Cu (G) in 1 12' C. wR. Peh swf W.a Draw D WM aull as — PY. wA. .,: i m ..A 16m 1 2 4 ma RYq. m ] 4a .12 1 ON Mc,arw./WW OPI 1666 3 02 1 m Sf;a AppN . 160a a 6 4666 WY«II.Y« — _z—' ._.__.. _.... mo> $12 1 m « 16m 1 6 *12 1 m d Aa ab.AP0 16m 9 1e 1— M aY OR m 1 a] ax m Lwk.1Ra 12m 11 13 1- -'DR m 1 ax a4 + 15/ /Ea.aial eYka Ara mo 13 u mm wom m x a6 1 to L R.an, L«a .APO am 16 1e 1. AX9M. ,a Ara m6 1. rom W..IRr QI m1 M2 1 1. aDaaDAra m6 19 m two D.« raR m 1 ax aY 1 m IBpMIDn Mq Ima 21 m 130a /EnIM«Lb aRa b. AFDI m 1 a2 mm m m em m4 OwRM1 eA. Mq O«,a'. EYhma MG 16 ro 1 a4 a4 m 78 at m 32 t06o w.ab m 1 a: ro 31 m a x a A/CARu1 r axvA • aa+,41 au! 31 m a 40 1 Lab m.kw.rm.la<.kYaaY /aY +em6 xmm 10.6 +1. a.la,e as«.Y.uaba /AY D— or akulMlons: AEBREVNTIONO: APd: A—AULTORg6TMe. WR ND: NONgMlCILEM LOAD WI: oROn10FALLT6 RRIP:R TYYla6.JPamaa,atl6xla 4xm6 FM 16m6 w6r Yta% t6m6 Ran axb Y46% 13am TarArowa Lena LOAD CALCULATION M WED ON NC NON -COINCIDENT LOAD T.,Y—.6Labwa. 3­ TWI ./u6aa. 1M,a G—W U1hen a lto N L.. _L_!t TYY AA^.9 Y.PW 1628 pnaY m.aRa 3Wla A. 5464 HNY. 1 at BSWAJ 16.1100% 55 T.IY aaaaU a.aR.n .a "In v RANGE V3/4* DRYGAS RISER DIAGRAM Lr 0 LONGE5T RUN=70'-8" BTU=19O,000 b �P WH. VAALVE TOFF —GAS METER W BY GAS CO. BATH !E2 O 150 AMP ELECTRICAL RISER 0 NOT TO SCALE. 1 GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL \\ BDRM•,f COMPLY WITH ELECTRICAL PROVISIONS OF THE FISCR SAW EDMPANITION (20111. LOCAL CODES, AND ALL LOCAL POUTER COY REQUIREMENTS. ' B. ALL CONDUCTORS SHALL BE TYPE THHN/THU,N UNLESS NOTED OTHERWISE. Cam' `J PRE -WIRED 0 CLG FAN POUTER COMPANY TRANSFORMER GRADE MECHANICAL --� SHUT OFF VALVE NOT TO BE ABV. CLG. MANUAL SHUT OFF VALVE ON INSIDE WALL BOX a 60' APP. PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH T14E ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWIN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND 150 AMP 120/240 VOLT e ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE O MLO PANEL 150A/2P M TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 e4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF T14E FBCR 6tH EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407.7744076 www.abdesgngroup.com L AA M: 0003325 amm ,anon; I W 00 x SVHDIV- & LOT: SILVERADO LOT #3 BLK #12 PROJECT* 04128.001-03121 MODEIA 4EBB "1828-CALI11 GARAGE BWING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 21112V18 PRINT DATE 08/18/18 BCAXX: 1/4" SHEET E1=1 —0" 11111 2' VTR I1/2 i \ 1/2' \ V2, \ I \\ 1 we II L v �I z i I 3 I� I I 2 ORM I/2, 2 WASHER n KITCHEN SINK W/ 2' VTI1 AUTO VENT 11/2-2'1' / I 9-11 11/2'1�2-111/1� PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 • 1'-0' TUC TO 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL327S0 PH: 407.774-6078 FAX: 407-774.4078 www.a bdoslgngroup.00m AAA 0003325 y b C a SUHDIV. Z IrOT SILVERADO LOT #3 BLK #12 PROJECT# 04128,001-03121 MODEIa 4EBB "1828—CALI" GARAGE S WING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B 8 D.I.ERAR, 08/16/18 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL 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 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 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 CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 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. 9, 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 (20M) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAIN8 ATTIC 010 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 PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APIOVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS -��FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE HSERIES NICKEL BRASS TOP CAULK P.VO OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (D THERMOSTAT m PASS-THRU AIR GRILL SECURE RAP TO CONC. CONDENSER J-3/I6 UNIT SIMPSON IUB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) #SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND, DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING FEO SEE SPEC, 1'-S'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, 1/4 - I'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX:407-774.4078 www.abddigngroup.00m AA 8: 0003325 J BYIII A lk 9U13DIV. & LOT SILVERADO LOT #3 BLK #12 PROJECT# 0412 .001-03121 MODEL• 4EBB "1828-CALI" GARAGE OWMG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B 201f DARE 08/18/18 BCALE: 1/4"=1'-0" SHEET M1 IF 2X4 TOP PLATE PRE -FAD TRUSS W. CLG. BOARD— /" IR' DRYWALL 2X4 WOOD STUDS M24. O.C. r-CONC, SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CA5INETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. PLR T � ' 4 a:)TYP. INT. WALL (NON- BRG. ) Di SCALE, FIBERCsLA85 SHINGLES OVER "3m FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON J' O,S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ERG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND-1--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FIN. FLR 11-m' TYP. O.H. 5' DIA. SLEEVE, DO NOT CUT BOND BEAM• SOLID GROUT W/ (1)- "5 (2) COURSE 00 NOT CUT THE 50NO BEAM RE5ARS m PIPE THROUGH BOND BEAM Dl SCALE- 3/4'•I'-0' /8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG, BOARD PER ELEVATI 17SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL �'PER ELEVATION R-4.1 INSULATION —� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING—� STRIPS M 24' O.C. 1/2' GYP. WL. SD.� WOOD BASE —� m a� �W/ WINDOW OPENINGWINDOW OPENING FIBERGLASS SHINGLES OVER "30 FELT PAPER OR 8YNT14ETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I}' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR Q B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:IA, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE, 3/4'.I'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM 0226 TYPE 11, ASTM D 406S TYPE IV, OR ASTM D 6151 VN THM T COAT M' cm Om PORTLAND COT'OOTT eTll cnINAL roR PL m APPLwo RereWFAIWENT 0*41m LY TO MAOONW 2.6 P.T. sO ATTAC lW TO ALL CN L AM MR PRODUCT arnevrx ReO. Any esAL OFALANT BACK't ROD OBATHOR eTRIP LM MOULDNM ALL I P rVc OLlM rOR ON LNI DOOR rtaarY J au TRACKSTIM TRACK dtTORA rMTlN® TOO YIOVD MAN MOOD JAMB ft"PRODUCT OALV. 6T43L APPROVAL RM VMRTICAL TRACK 9411 DOOR MY 0118!RO BY ti". BY PAWNED TO E TRAM BRACKI" WV PRODUCT APPROVAL Rl6 2 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS Q-VcxMw•.re Di SCALE: 11/2'"I'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER "30 FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERGLASS SHINGLES RwS.1.1 ON 4, 0.8$. OVER 030 FELT PAPER OR SHEATHING OR }' COX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE V R805.1.1 ON a,' Os.5. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE n-P. PRE -ERG WD. TRUSS TYP. MTL. DRIP EDGE MTL. DRIP EDGE O.H. O.H. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONSIr ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG, GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE -ERG, GABLE TRUSS INSULATION R-VALUES WEEP SCREED APER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8, GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION IQ' THICK, 2 COAT \— WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS M 24' O.C. 1/2' THICK, 2 COAT 1/2' GYP. WL. 50. PORTLAND CEMENT WOOD BASE 'CMIU PLASTER APPLIED DIRECTLY TO MASONRY V-0- FIN. FL .A 0'-C' FIN. FILM lu e'a— °a W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-774.4078 www.ebdeslgngfou p.com AA 0 :'003325 04 a FN avSDIV. & r.OT SILVERADO LOT #3 BLK #12 PROJECT* 04128.001-03121 MoDEr9 4EBB "1828-CALI" GARAGE $WING: LEFT PAGE: DETAILS %J50 MPH EXP. B DATE- 08/16/18 aCAL E: 1/4"=1'-0" aHEET D1 MIN. TO BLK W/ (2)1S'XS' A -DOLTS 4' EMDEDI" ENT MN. WHIM AND NUT SPACED EVENLY FROM FLOOR TO \LSECUIRE 2x4 ON SIDES, 2X6 GARAGE DOOR BUCK W/ (a) N Y,>W A -BOLTS 4' EMDEDMENT MIN. W/ 2'XJ'XK WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO 14LLNG. 1-2X6 PT BLOCK 6 CENTEIQ OF DOOR HEADER W/(I))iW' J-BOLTS 4' E'EHEDI'ENT UV 2'X2')W UA49HER AND NUT. IALLt ENN C 4ORS SHALL BE ACC014DANCE To I r A MAKFACTURER'S INSTALLATION NSTRICTIONS WHERE SUCH NSTPIUCTIONS ARE MORE STIftWORT GARAGE DOOR 1 BUCK ATTACHMENT 4CILtr N••PO 8' CMU 1S DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'x4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK ❑ W/ 2)(6' TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN, EMBEDMENT 144' WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 )R +5/4 WINDOW TO BLOCK +3 4 OR +6 4 A SCALE: N.T . 2X4: m SECURE TO BLOCK W/ Y.' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 18' OG, MAX SPACING. 2Xb:m SECURE TO BLOLK W/2-%' TAPCONS(MIN. ebANK SIZE .148 MIN. HEAD SIZED6O MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 8, � 18' O.C. MAX SPACING. J4' 2x8,m � I'x4' OR SECURE TO BLOCK W/2-�I(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR MIN. EMBEDMENT I Ya') ATTAC WITHIN 8' OF EACH END 4 ALL I'X2' P.T. NAILER CASING JAMB OR WINDOW H TO 2X PER MANUFACTURES DETAILS. 18 O C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (Do NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2' %1 WINDOW TO BLACK " +1. 2" SCALE, N.T$. 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN W OF EACH END 4 NOTE; STRUCTURAL 2X 18' O.C. MAX SPACING. MOST BE ON OUTSIDE 4 2x64m SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL i(6' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .146 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 a' cm MIN. EMBEDMENT 049 DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING ❑ X4' GRl'>l2' P.T. NAILER 2X8:m SECURE TO BLOCK W/2-V ?CA ' O$B. X 4' MIN. TAPCONS OOR C(MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 OOR JAMB ORWINDOW MM. EMBEDMENT I Y4) TACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 18' O.G. MAX SPACING, NOT& SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1%lf W C 1- 8 C SC E, N.T.B. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL. 1V TAPCONS TAPCON MIN. IY4 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) D, CMu WITHIN 8' OF EACH END 4 K' DRYWALL B' O.C. MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-9(6' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +2 1 �4" WINDOW TO BIACK +2 1/4" " SCALE, N.T . 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -100 MIN. EMBEDMENT 1 Y4) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2x 18. Or-, MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-' SECURE NON-STRUCTURAL j(6' T MIN. I-Y4 (MIN. SHANK 812E .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 1 Y4) ' DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. ❑ OR I'X2' P.T. NAILER 2X8cm �IX4' SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 6' OP EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Palace mwom TOFUMaJ =N 0CM4•1 DOOR JAMB TO BLACK +3" E IFINDOT TO BJQCK +3" ALE: .T 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-2)(6' NON-STRUCTURAL i(6' TAPCCtWMIN. SHANK SIZE TAPCON MIN. 1-)4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• cm WITHIN 8' OF EACH END 4 K• DRYWALL 18' O.C. MAX SPACING. 2x8,m ❑ I'X4' OR I'X2- P.T. NAILER SECURE TO BLOCK W/2-2)(6' 2ND 2X SECURE TO TAPCONS(MIN, SWANK SIZE STRUCTURAL MEMBER 148 W/l2A WITHIN W OF EACH MIN, HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) "--DOOR CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" FIt TO BLOCK +" E, NMS. 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL Y.' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE -400 , CMU MIN. EMBEDMENT I Y4)' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8cm ❑ SECURE TO BLOCK W/1-1/4' J(6. O$L. X 4' MIN. raPcoNs (MIN. SHANK SIZE J45 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. xORl,a1 M,�aD TO 1'IJ17 JM'i f00 xDT DOG4p Aj'1 DOOR JAMB TO BLOCK +3-7/18" BC E, N WINDOWT . BLACK +3-7/18" G TO 2X4= SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 M 18. OC. MAX SPACING. UST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK - MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM WITHIN 8' OF EACH ENE) 4 ❑ ' DRYWALL 18' O.C. MAX SPACING, VX4. OR I'X2' P.T. NAILER 2XSa SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN, TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2x PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4J DOOR JAMB TO BLACK +3 3/4" H W LAC +3 4" ALE, N.T$. i441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www,abdosigngmp.com L AA #: 0003325 V O 0 a mmT SU33DIV. & Lo SILVERADO LOT #3 BLK #12 PLiOJECT414 04128.001- 3121 MODELA 4EBB 111828-CALI" GARAGE DTfMG: LEFT PAGE: DETAILS %150 MPH EXP. B DATE: 08/16/18 SCALE: 1/4"=1'-0" 8HEET D2J 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 2027 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 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 FL 4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 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.FLORIDABUILDIN G.ORG CONTROL DATE: 06/13/2018 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-7744078 www.a bdes Igngroup.cwn L AA M: 0003326 amm, SILVERADO LOT #3 BLK #12 PROJZC4'# 04128.001-03121 IWDELe 4EBB "1828-CALI" 0AMAGN BVMGz LEFT AI10IR: PRODUCT APPROVAL LISTING 150 MPH EXP. B PIPMUNT JDATU 08/16/1, 8CAZJb 1/4"=1'-0" 8*12m D3 PRB'OI@ED OCNTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH a S' OC. MAX (VOW.). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ SELOG RE CONTRROL JOI05 USEDN T TEFP. DURING NSTALLATION --� FASTENERS TO BE SPACED---777 • T O.C. MAX VERTICALLY / f / i, THICK H C3 COAT CEMENT PLAURB LAYER 4, FORTPIDER BUILDING PAPER APPROVED METAL LATH FASTENED -I' (VERT.) OC. MAX AT SUPPORTS URB LAYER 9, STUCCO URAP WOOD SHEATHING LATH SHALL NOT " .... - BE CONTINUOUS, d TO D• nN. e• TO.' UGH THROCONTROL JOINTS BUT SHALL Mr. BE STOPPED AND TIED AT EACH SIDE. PER ASTM C"3 PROVIDE 2X4 BLOCKING IAVJANOTE, PLACED RAT MAX w TO 6' \ FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD LM40RS FOR LATH TO BE NAILS Opt STAPLES IN COMPLIANCE W/ ASTM C"3 2. WIRE TIES TO BE (NO. IS) 0A415- UM3. ISLOCKNG SHOUN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN / \ OL POLD INIIYID . lR. A ®FOLD OFT. A salMlm R.A 2. CIWANI • Pr.6 L QmAW . Pf. C OL P= WMAM . Ist A 2.awx.M.s :OLD w ® L IbLD N411LD • A. A 7. DALE . LT. 6 S. c1RADI . FT.O A. FOLD Fr. a 04EIe Pr. 6 TILL PT.O TdIC SOnan PLWI. 11A d� Y Dorm® "`AME WTee „DNf ma W. mown Q P P10Ci N I4L NnlwelrcYluNA NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MNMUM OF 4'.4' SELF -ADHERING MEMBRANE L 6' a VERTICAL LAPS (ROLL R.ASHIM (C0 rATIDLE Ulf HOUSE 7\ ENDS) a 6' a HORIZONTAL LAPS. URAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP, UTH PORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE \ 1. OR LESS PIPE / \ PENETRATION / 1' MDL LAP .PETAL LATH \ X X X — — — — CUT AND OVERLAP ONE SIDE �J OF METAL LATH SELF-ADHERIG MEMBRANE FLASHING, n uRD LAYER •I, I THWG A 01 STER 3 COAT CEMENT EP STUCCO WRAP I PL i• MPI P A WAY METAL LATH / I UPS LAYER -2. FORTIPIBER \UBU�ILDI�NGPAPER�R� BUILDING PAPER STWK'.CL0�1P IINSTALL FASTENERS (CLIPS. WOOD SHEATHING STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WILE TO FRAMING �' nM LATH r-*'eAPEH LAP LAP, s• owe ALL LAP 2 SCALE, I Id'.I'•@• � KIC KO UT DETAIL WIT ORAL Mae on L e IN'7i 89' NOTE, SIDE LAPS CP METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS, THEY SHALL BE TIED BETUfiEN SUPPORTS UTH 0O416-IN. (L21-MM) WRE AT NTERVALS NOT MORE THAN 6' (226-MAP). AS PER A67M CI063 NSA. PON REPAIR OF TEARS IN I RD LAYERS, TEARS MAY BE PATCHED WA40UBE URAPTAPE PER MAMP. SPEC. OR PEEL M STICK WOOD "AT BULDII PAPEP 6TUCC1 WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WREN 4 TAPE OVER ROOF/WALL SCREED Z _ 5'X5' 'L' TYPE CONTINUOUS f z GALV. METAL FLASHING � E (NAIL TO ROOF DECK, NOT WALL SHEATHING) �JL CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• 6'x6' SELP-ADHERING M'PSMORANE FLASHING (COMPATIBLE UI/ HOUSE URAP MATERIAL) OVER 4'x4' SELF -ADHERING M 31DRANK PLASHING OVER APPROVED HIOUSEURA. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE 61DE OF SW —ADHERING MEMBRANE WPM LAYER 9, POW14MM DUILDWG PAPER METAL LATH 6'x6' E•1P-ADHERING MEMBRANE M-AS14 NG OVER 4'x4' SELP-ADHERING MEMBRANE FLASHING OVER APPROVED 4•x4' KELP -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE URAP. R_A6HNm TO EXTEND ONTO PIPE %' CONY. BEAD OF SEALANT INSTALL APPROVED HOUS RAP AIR INFILTRATION BARRIER OVER SHEATHING "TOMMIINC COATING OVER STUCCO/ CV. F1NISH (SEE TYP WALL SECTION) SECTION PER SECTION R70&7 Fxbllor aNUla sM 011-ha q Esbrlor uw of pom" wmarx plaster shall comply with the epplkalbn requlremants of ASTM C 926-12A Installedon of extMor Is" and hamkV shall —hply with ASTM C 1M3.12A. l ! 00'pi DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — ...... — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO L SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.71.1 / ASTM C-541-0g, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.7746078 FAX 407.7744076 www.abdoeigngroop.(bm AA N: 0003325 Qi V 0 b A L3 sv8a:v. a. LOT SILVERADO LOT #3 BLK #12 P3iOJECT# 04128.001-03121 a 01MCIA 4EBB "1828—CALI" GARAGE 3'NMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 18 D � 09/16I scALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEMENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 19 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Yi CAULKING a 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 1063-12A. WRB LAYER 9, i STUCCO WRAP ,I 1 HOODED VENT x THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIP115ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -I, STUCCO WRAP URB LAYER O, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION _ —METAL LATH VINYL CASING DEAD W RAISED BAND A' N�' TO 1f' MID -WALL WEEP SCREED *'WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEPORE APPLYN6 Z FLASNM6 STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W,/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYERMI, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO F _-' SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / A5TM C-841-0S, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE tFIR.OIKsH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO V MID -WALL WEEP SCREED �6' SELF-ADHESIVE j FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM A' ­'T' '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :0 SCRATCH COAT LAR3ER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER -I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA< EDGE APPLY E-Z SEA! OVER-60 MIw GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER -21 FORTIF15ER BUILDING PAPER METAL LATH WOOD �RNIN18F1 - LLbOR ONeTRUCTION FASTEN TO WOOD 618JCTURAL MEMBER - T' = MAX e• a-Iu TOY(' MID -WALL U L i W WIDE STRIP SELF ADHESIVE FLA64NG, CLEAN �,. MA60NW BEFORE APPLYING V FMI614 • MAaOMW HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRS LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *1 STEF #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEF #3 a' STEP #2 WRS LAYER -I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING tl WRB LAYER •2, FORTIFIBER BUILDING PAPER STEW #4 ELASTOMERIC COATING OVER 4 STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STET= #5 STEF #o' OELECTRICAL RECEPTACLE WE 1441 N. RONALJREAGAN LONGWOOPH: 407.FAX 407www.abdosAA N: 0 y i 0 V c 14 StMDIV ee LOT SILVERADO LOT ##3 BLK ##12 [PROJECT# 04128.001-03121 U01M : 4EBB "1828—CALI" GARAGE 51fMG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B 18 DATE: 08/18/18 ISCA=: 1/4"=V-0" SIME�TTA dd2 WOOD SHEATHING WALWOOD L WRB LAYER "I, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER "S, FORTF115ER CONSTRICTION BUILDING PAPER PM-ENGV TRUSS 'Y4 HAT CHANNEL i' THICK 3 COAT CEMENT WEATHER RESISTIVE --� W)%' TYPE 'X' DRYWALL PLASTER BARRIER "I 6' SAA • TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEAT141NG BEHIND WEEP SCREED BARRIER v2 WOOD SHEATHING ``% 4' POSITIVE DRAIN WEEP SCREED PLASTER THICK,3 COATT CEMEN _ �\ METAL LATH WRB LAYER �, �\ STUCCO WRAP ,' - WOOD SHEATHING J' THICK 3 COAT CEMENT PLASTER i AM66-uPWC-1mc_ , FLASHING WRAPPED i • TOP OF WEEP SCREED TO SHEATHING BELOW J STUCCO WRAP 4' POSITIVE DRAIN L . WRB LAYER "I, FORTIFIBER I BUILDING PAPER (SHOWN FOR CLAP SEPARATE ACCESS 6' SELF-ADHEREI WRD LAYER h, FLASHING WRAPPED STUCCO WRAP �v A 11CO AM66-WFWC8m-T`. / • CORNER OF CANTILEVER 1 ° ` u eFpb81T�I CDRAW NO GAP INFIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.R CANT. SCALE, I i/2'•I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R703.1,1 / ASTM C-047-0'B, MIN, 2.5 LBS, PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER'S 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL \ 1 rbARRIER 42 L, �J' THICK 3 COAT CEMENT PLASTER METAL LATH 5/0, TYPE 'XDRYWALL W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT il (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL J' THICK 3 COAT CEME PLASTER VINYL CORNER BEAD ONLY) 10 CANTILEVER DRIP EDGE Im_mu"WHIM DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO ' SELF-ADHESIVE FLASHING - - - FINISH LAYER (2 LAYER PEEL 4 STICK) W PEEL STICK - DRIP EDGE TO DECK TED CONTINUOUS WATER PROOFING lot I \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK--\ I )SXI %' P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Y♦' GAP FOR BACKER,,' ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, j' MIN. SPACE PROM DRIP FACE TO TREX Y4 GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER 42 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF : SEALANT, , MN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED BALCONY DRIP G EDGE INSTALLATION I ),' GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD ` WATER PROOFING. lot. LAYER (2 LAYER PEE 4 STICK) %_UMN SHEATHING FATHER RESISTIVE AMER 01 E,\T m RESISTIVE ARRIER a SAP. \ -EEL 4 STICK I Yj'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF U i14' GAP FOR SEALANT OPT, BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER TREX WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER n EXTERIOR COLUMN COLUMN SHEATHING W SAF. I )Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I X' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)P MIN. SPACE FROM DRIP WATER PRG let LAYER l2 LAYEOOFINR PEEL 4 STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER j' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF N OF VINYL CAST BEAD SEPARATE ACCESSORIES ONLY ONLY) BALCONY DRIP 11C EDGE INSTALLATION R COLUMN (W/"T." FT.ACT-TTN(`_) WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER w, STUCCO WRAPy THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER'4, FORTIFIDER BUILDING PAPER 2 1/2" CORNER BEAD WRB LAYER 01, FASTENED TO SHEATHING ® 1' O.C. MAX. I LATH � I I STUCCO WRAP , 7r ]METAL THICK, 3 COAT CEMENTt:� I WRB LAYER 02, FORTIFIBER N PLASTER a ; BUILDING PAPER WRB LAYER 11, (v,'SELF-A0HERIWs METAL LATH STUCCO WRAP FLASHING >' WOOD SHEATHING ' (EXPLODED J' THICK, 3 COAT CEMENT IEW FOR PLASTER METAL LATH DRIP CAP CLARITY) 1_� 11 D DRIP EDGE I WRB LAYER 02, FORTIF15ER INSTALLATION BUILDING PAPER WINDOW FLANGE 5/8' TYPE 'X' DRYWALL W/TEX URED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCITON RESISTIVE 1 RESISTIVE '4 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 .RIP EDGE INSTALLATION (14 CORNER BEAD ® FRAME lk 2 1/2"� CORNER BEAD (FASTENER 4 SPACING ® T O.CJ CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� p�CORNER BEAD � BLOCK WRB LAYER 01, STUCCQ, WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774.8078 FAX:407-774.4078 www.abdoslgngroup.com AA 4* 0003325 LA b O F a SZJHDIV. Ca LOT SILVERADO LOT ##3 BLK ##12 PROJECT# 04128.001-03121 1[ODEL- 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING —_\ WRB LAYER "I, -- STUCCO WRAP � WR3 LAYER 02, FORTIP15ER BUILDING PAPER — METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP "{ 1 WRB LAYER e2, FORTIF15ER BUILDING PAPER METAL LATH 4EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRIS LAYER 01, STUCCO WRAP WRB LAYER 02, FR BUILDING PAPER METAL LATH THICK, 3 COAT PLASTER ­—, 6'5ELF-ADHER FLASHING — WINDOW FLANGE CASING BEAD 0S) WINDOW (15C ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD 5HEATHINCx Yi GAP TYP J' THICK, 3 COAT CEMENT GA91NG BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH • STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIP15ER BUILDING PAPER SIDING? — - �— WOOD SHEATHING Wmo I-A4TCRK -I, \ \ WRB LAYER "I, STUCCO WRAP STUCCO UIRAP '— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) e °DO c."rRIJCTION IUOOD SHEATHING T ER �SISTIVE BAW6 T RE—� k;?, TT Y 81DMG—' b�wv�ADMERING —� STARTER STRIP j DARM4t-SI6TIvE TTHCARRIER �616rIVE ° PLA°V14W. IaERA'!4 GALvv META. 9 ` 'T R.ASNING qp'oQL&Ap4 OR / Y' X b' 61R9lLATED I UIi30D TRIM MENDER \ SEAL GAP W/CAW.KlNG OR APPRrJVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1031,1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) THICK, 3 COAT CEMENT - SEALANT PLASTER METAL LATH WINDOW FRAME � . :. . _.. _—.._.._._ .. _ ..... WRB LAYER 62, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING CW/fie' FLEXIBLE PvC BACKER ROD) 2X FRAMING MEMBER 7]'j{{I'51JILDING `} ..1. "onI LAYER *I STUCCO UJRAPBAWER UJRB LAYER "2, FORTIFIBERtb"'°'°'"G PAPER METAL LATH `°T'°""°"� WOOD bNEATWING, 01 T AER-ei6TIVE e'eeLr•ADHERarIG PLASHINd. eTARrete STRIP / \\ I a-AD'�NGURB WER REBARRIER -1 T�6TIV ' OS� OP�R.AAHM \ ,VT �815TIVE \\ a / UNEATH�ER RESISTIVE \\� . / GALVD MTAL 2' M-ASHING (EXPLODED VIEW FOR CLARITY) J" THICK, 3 COAT CEMENT PLASTER GALVV IETAL I , x °TRtIH e�'�h�L�7Ep HERDER � WEATNER 10616TIVE CARRIER-1TO LAP b' MIN .t'50'TOP 6.'PLA&4A6HMG CASING BEAD ® RAISED 17 A BAND ( FRAME) SCALE: OAGF=R Rmp' \� / V SELP-ADHERlN4 ILA6HMKCs,9 \ ( . THI"PLxTTR DAR llut-4tLIZATNERRECOTIVE--/L'-• AT L"I,iESISTIVE MATNER RESIer... E.z BEAD VINYL Cd CARRIER "t ( XIB E Pvc BACKER SIDING TO STUCCO a aaTH�"bleTRVE ® FRAME TO FRAME @TRANSITION 1 M5 LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING BELOW EXPLODED i OR CLARITY Ya' GAP TYfl J' THICK 3 COAT CEMENT /CASING BEAD PLASTER SEALANT—� /, TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER I BUILDING PAPER WINDOW FRAME WOOD SHEATHING I I I i I i I I WRB LAYER "I, I STUCCO WRAP I I 6WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE ; E-Z BEAD VINYL CASING 2X FRAMING (W/-Ye' FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP ; BUILDING ' WRAP ------------------------------------------------------------------------------------------------ ( E BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — L441 N. RONALD REAGAN OLVD. LONG WOOD, FL 32760 PH: 407-7746078 FAX: 407-77440TO www.abdosigngroup.00m AAi..0003325 8 b y, 0 A sn a 9i7HDIV 8e IAT SILVERADO LOT ##3 BLK ##12 PROJECT* 04128,001-03121 MODEI1 4EBB "1828—CALI" GARAGE 81WING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B PRIN DATE: /18 /18 SCALE: 1/4"=l'-O" 88EET WA4 CUT t1OU88LRA AT 48' AWLS MODMIBD Y' D IN NOL46~ Uo ST VEUIb4P ER D NOU60--_--E� OV8H8ATHMG OVM wD anD WALL STEP 1 I!XT&CORLO FLALHMG MIN I' GELOW SILL \,/\ FLEXIBLE PLABFIIN3 00 NOT eEAL SOTPom MN STEP 6 TEhTO FOLD -I Hot" TUOIC F at No FOLD IN AT SLOP INSTALL 6'— SELF-ADNFRMG FLASHING OVER V M HEAD FLAMING (UTH 1 DAME)NALMG PLANGE KXTwD 8, !ELF -ADHERING * PLASHING P MIN BEYOND JAMS PLAlHM3 NOTALL VINYL C CAr ALIGN FLAANMG w/ INT. EDGE OF SILL RO. rECHANIC.ALLY FAVEN FANNED BPS". (CAP NAIL6, STAPLBS) **TALL DUPONT FLB)Q~ AS TI RLA HM AT T14 POW OWV 4 THoubv RAP APE DIAGONAL CUT t ACR086 HEAD Q wwcow IrPLY %, :F BEALANI AM06 ANC 1PPLY TO AlDM NAI LANCE IN 'RE-FL!"m IDLES OR M TALL V UCM A044MYE SA = PLEx1SL! MAaHM MATERIAL OVER DRIP CAP .how (nmTECTO-WRAP OT-210XL a SWIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE. NT5 L IT 16 THE CONTACTORS RaESPONOWLTY TO VMPY THE CCMPATISILITY CF ALL PMM=Tb MCLWIN3 HIOIOMPAP, 6EALAIf6 / !ELF -ADHERING I4.AMING MATMALS USED DMN3 CONSTWWTM 2. MMTALL ALL MATMAL6 PER MANAACTM M unrTIN eFECPICATI" W9Rglk& SEALANT! MAY REACT ADVEMELY IF NOT COI'IPATISLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTR ION BELOW THE WINDOW OPENING SEAL. INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA A: 000332B P p� O O a BLTHDIV. & LOT SILVERADO LOT #3 BLK #12 PROJECT# 04128.001-03121 MODELc 4EBB "1828-CALI" GARAGE 9WIMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B r2018 1 D � 06/16/18 SCALE: 1/4"=1'-0" 8FIEET WA5 Y � ---- --- ----+ -- - -- 2x6 SUB-BANb W/1'x4' NOTCH ip -- - -' END, WRAPPED IN r N PEEL 4 STICK DRIP EDGE f I/8p 1/8' TEXTURED I � I FINISH a WOOD \\ 1/2' TEXTURED FINISH a CMU r \�\ METAL FASCIA WRAP Ya' FROM \ ----'° x Id e; STUCCO, 1' FROM WOOD WALL EXTERIOR WALL r \ (FRAME OR CMU) `\\ NOTE: NOTCH FOR 2X(o \� �\ SUB BAND ONLY .'� 1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU x x x x METAL LATH x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cm WRB LAYER h, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x -' — WRB LAYER R, FORTIFIBER x x x x x x x x x x x x x / -- 5dU1LDING PAPER FRAME OR CMU (FRAME ONLY) x x x x x x x x x x x x x 2x6 euD BAND--� ROOFING CEMENT x x x x x x x x x x xFELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x a © LAN B METAL KICK OUT (REFERENCE POINT x x x x x % ONLY FOR WALL OFF I I SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) -DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ 11/8' TEXTURED FINISH s r WOOD, 1/2' TEXTURED / FINISH * CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®i=LAN A PRE-ENG'D TRUSS TO BE CUT tv WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS &'-8' O.G. MAX. 2x SUB -BAND W/I4'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x \x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - J / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x -% SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT �+ ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING 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/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT +s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAK 407-7744078 www.e Ddeslgngroup.00m AA 0003325 Aq 0 0 -JVI _LL SILVERADO LOT ##3 BLK ##12 Plt0j=Ty 04128.001-03121 MODRU 4EBB "1828-CALI" GARAGE 81fMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 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.OINDICATED #5 BAR, MINDICATES #6 BAR,RNDICATES 97 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 #US AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x8 W7.4xW1.4 OVER GENERAL 1 3 117 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 TE-1 8" SEE PLAN 10' s FM-12x12 12" CONTINUOUS 12" - (2) #69 + 0"•0" FM-12x1S 12" CONTINUOUS IS. (2) #Fe (+0'-0" FM-16x18 18" CONTINUOUS 18" - s +0"-0" FMC-1208 12" CONTINUOUS 184, - a 951N CURB VARIES -24z2 1., 24" s s (+)O"-0" FOUNDATION PLAN SCALE: 1/4" . T-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, R.32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngfoup.com IL AA #: 0003325 04 IS —�Lssssj SL7HDIV. Ae L/OT: SILVERADO LOT #3 BLK #12;, PROJECT# 04128.001-03121 MODEZA 4EBB "1828-CALi" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN %150 MPH EXP. B F-PpmqTDA 08/16/18 SCALE: 1/4"=1'—O" SHEET s1 3D" MIN. EACH WAY MONOLITHIC FOOTING t Z g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED t'� CELL SEE PLAN FOR SIZE AND g 5 a CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS , �j 111 d SPACING REQUIREMENTS ??C-- > v° W m U w °O-FM GARAGE DOOR RECESS �a Q " „ f 4� e` ca 8" CMU WALL O 8 CMU WALL ° CORNER BARS, SAME SIZE AS BAR W 0 ° IN FOUNDATION WITH 30" LEG EACH w U • 0'-0" m - 0''0" TOP OF SLAB d WAY AT ALL CHANGES IN DIRECTIONS I e SO THAT THE STEEL REINF. IS CONTINUOUS rn V) TOP OF SLAB 2 -:°MATCH AMOUNT OF CONTINUOUS BARS- ° ° CURB FOR e <� SEE SLAB SCHEDULE SIZE 48 BAR DIA, E7(T. PORCH SLAB I.- 4" CHAMFER (1-STORY) � 18" VARIES � (r �-I_LLBAR SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLABFER 7�4E � CONTINUOUS STEEL MONOLITHIC - ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET " �=p, AT ELEV: W/ 1/2" ISOLATION 8"CHAMFER (2STORY) JOINT(WHERE - • • #4 P4^ (1STORY) W/ 1/2" ISOLATIONFER (2•STORY)APPucgBLE) p1.p, 4 SEE SCHEDULE #5 30" J-INT(WHERE DULE APPLICABLE) Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WxD, BAR SIZE 38„ AR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO 97 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE: 3/4".V-p" , CORNER BARS DETAIL DOOR OPENING v SCALE: 3/4".V-0" SCALE: 314".1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD1! OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2X4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 20 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w ,� I O a No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB Wf PLANS FOR 'PACING. SINGLE j to NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"xg" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O a SECURED W/ 2. PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO R I Ifg EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16- OC SLAB W/10d MASONRY J Q S", UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL i6" O/C STAGGERED. Q p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ 1Y I SPECIFICATIONS FOR 10d x 1 112" COMMON NAILS 31 /2" DIAMETER CONC. STEEL PIPE 8x6 METAL PLATE m USE AND PREPARATION OF $�'3 HOLE. 2 � FILL ALL HOLES, DO NOT USE 10d x 3" rn 2 SEE SLAB SCHEDULE Q o0 im 2 SEE SLAB SCHEDULE Q FFILLED BASE W/ 1/2'S ANCHOR BOLTS `O� p �p�-' QQ- . p.p^ TOP OF SLAB _� . �_ p•-p• TOP OF SLAB 4" CHAMFER (1-STORY)- m. 6"CHAMFER (2-STORY) . e 1-4- � •. ,r e EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD MONOLITHIC FOUNDATION � SCALE: 3/4".1'-0 (W/UPLIFT) SCALE: 3/4".1'0 (NO UPLIFT) SCALE:3/4".1'-0" SCALE:3/4".1'-0° LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL (L PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. cr Q� w U p N 8" CMU WALL Z 0'-0' OURED LINTEL CONT. (TYR) OF. TOP OF SLAB 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING 1p SEE SLABSCHEDULE 1/2"DIA. USP 7250SD BOLTS 5"OF SLAB ZMINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND Ll 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WxD, BAR SIZEFOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (NO UPLIFT) 10 FOOTING AND COL. PAD WALL CONNECTION SCALE: 3/4".1'.0" D11BLOCK SCALE: 3/4".V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH:407-774�6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W O a 9U13DLV. as LIOT: SILVERADO LOT #3 BLK #12 PROJECT# 04128.001-03121 MODEL.• 4EBB "1828-CALI" GARAGE SIF MG: LEFT PAGE: DETAILS 150 MPH EXP. B PATE: 08/18/18 SCALE: 1/4"=1'-O" sHEET S1.1A DOWEL PLAN SCALE: 1/4" . 1'-0" 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdeslgngroup.com L AA A 0003325 Pi ro C SLTHDIV. de LOT SILVERADO LOT #3 BLK #12 PROJECT# 04128.001-03121 MODEL- 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B Drnnrr ATE: 0e/18/Sb SCALE: 1/4"=1'—O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 70' HOOK GROUTED BOND BEAM ------------- [T.IROLE VERTICAL REBA' TO HORIZONTAL / T REBAR W/ 10" HOOK Z i TED BOND BEAMi - VARIES PER ELEV. <I e J p CLEAN OUT REQUIRED R - FOR INSPECTION Q co cc 0'-0" FIN. FLR. M TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z LU N3 18" N4 24" M U N5 30" A8 36" M7 42" HORIZONTALNERTICAL REINFORCING (D--.CALE: 3/4'.i'-0' miw6mmmm WE ■_ _-ISE-. OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD #4 z<" HORIZONTALNERTICAL N5 30' REINFORCING - 36" 2 #7 42" SCALE: 3!4".1'-0' VARIES PER ELEV. M5 BARS �1 " 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngrouP.com AA 6: 0003326 i g3VBDIV d6 LOT SILVERADO LOT ##3 BLK ##12 PROJECT# 04128.001-03121 MODEL: 4EBB "1828-CALI" GARAGE BVIiNG: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x i 1/2"HDG NAILS. SMALL JACKS < T MAY BE NAILED W/ (IO)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/ IOd 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 WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. S. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK iQ (2) 2X8 BEAM SCHEDULE OZZEM 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 (psi)�H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID S12E SPACING BB1 MASONRY 3000 8x8 (1) O WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6W&6MR 1 SAFE LOAD - POUNDS PER LINEAR FOOT 8U6 Y-r (4T) PRECAST 2231 4'0 (48') PRECAST 1986 4'0 (54') PRECAST 1599 84' (64') PRECAST 1217 5'-10' (707 PRECAST 1062 SO (78') PRECAST 908 70 (9D) PRECAST 743 94' (112D PRECAST 5r4 10'-0' (1261 PRECAST 476 11'4' (136') PRECAST 362 17-M (144-) PRECAST 337 134' (160') PRECAST 298 14'4' (168') PRECAST 279 14'-W (178l) PRESTRESSED NA I&W (164') PRESTRESSED N.R. 1r4' On PRESTRESSED NA 19'4' (232') PRESTRESSED N.R. 21'4' (256") PRESTRESSED N.R. 27-V (2841 PRESTRESSED N.R. 24'-W Mn PRESTRESSED NA O�a�00 m�savomo 0�m0000 mmmv�ov 0®D��Om �l0��l0l�l0 0�0l00�l0 ommoo�caWi O�mmO®d 0�00�00 0�0��00 ®ommmmo �aDa�Da0�sa0 �000��0 (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, SAFE LATERAL LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U.LINTELS SAFE TOADM SAFE LOAD - POUNDS PER LINEAR FOOT TO (427 PRECAST 1025 1024 169E T-9' (4n PRECAST 4'41' (48') PRECAST 765 783 1300 W-T (48') PRECAST 4'0 (54') PRECAST 592 SR1 1073 M4r (54') PRECAST 84- (64') PRECAST 411 411 745 S4- (641 PRECAST F40" Vn PRECAST 340 339 616 5'-10' (7(') PRECAST 6'4Y (76') PRECAST 607 721 490 V4' (781 PRECAST r-0' Mn PRECAST 424 634 X3 r-W Mn PRECAST V4' (11P) PRECAST S28 612 230 94' 012') PRECAST tafi (126) PRECAST 284 401 180 IV-r (126) PRECAST 11'4- (138) PRECAST 280 452 154 114' (138') PRECAST 1740' (144') PRECAST 244 402 137 1Z4r (144V PRECAST 13'4- (16n PRECAST 217 324 110 134' (160') PRECAST 14'4r (168D PRECAST 205 203 100 I V-W (166') PRECAST 14'4r (176') PRESTRE66E0 N.R. 254 91 14'-8' (1767 PRESTRESSED 15'4' (184') PRESTRESSED N.R. 269 83 164' (184') PRESTRESSED IrW Wn PRESTRESSED N.R. 194 54 tr4' (2D8') PRESSED lW4' (232') PRESTRESSED N.R. 148 62 19'4' (232') PRESTRESSED 21'4' (25B") PRESTRESSED N.R. 125 42 21'4' (21W) PRESTRESSED 2Z-V 0614') PRESTRESSED N.R. 116 40 22b' (2541 PRESTRESSED 24'0 Mn PRESTRESSED N.R. 91 33 24'4r Mr PRESTRESSED (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTORETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE 9: 16-0128.03 6--------------- I-------mod®..,.---i LIFT BEAM PLAN SCALE: 1/4" . 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77448078 FAX 407-7744078 www.a bdoslgngroup.00m AAiF.000330 J 0 A a, 9UDDIV. & LOT SILVERADO LOT #3 BLK #12 PROJECT# 04128.001-03121 MODEL• 4EBB "1828-CALI" GARAGE AWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B mmmqN NOTES TO THE INSPECTOR/CONTRACTOR pp e.ke" cO 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. 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 1#5 \,b TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #S CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND / B EAM IS OMITTED AND A LINTEL 1#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BEAM O BOND AM TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.--� VERTICAL REB*HOOK �,\ P�� P05�(TlG BOND TOP OF BOND BEAM Wl QP BEAM W/ (1) #5 BAR BEAM /\O EACH COURSE • \�G 8x8 BOND BEAM Op OF • OQ W/ (1) #5 BAR BOND BEAM I .\\a0� U - UINFI LLLED WD! GROUT GROUT SOLID FROM TOP .j•L\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM #5 BA BEAM COURSE SEE NOTE 5 NCRETE �16-1 T/1 M/ B LINTEL /(1)#6CAST OAR(L2) 0S• fpP LINTEL OF A5 BARDT PQP(�F L LENGTH OF BAR. WIDTH OF MASONRY CORNER HEIGIHT # OF #5'S, TOP 9 OPENING - 2" BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE SCALE:3/4"-1'-0" 1 THAT XFXX -1T/1 M/08 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFER SCALE: 3/4".1'-T AND XFXX - IT/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN 146 MIN HEAD WINDOW SIZEN3W MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 1�„ OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL .Z—� MIN EMBEDMENT 1 1/4") 8" 'a SLOPE FROM EACH END AND 18" N 1-1/4" EMBEDMENT 0 2z8 (MIN 2 X 3) 2.3/18 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT S MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR O BE PLACED IN 1/4) 83 FROM EACH END AND SECURE TO SHEATHING W/ /711 UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4 " MIN. 2.12d PER B EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENTBILK. TOP BOND BEAM W/ &" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE: 3/4".1'A" V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II II/ 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"-V-0" SINGLE LINTEL, MULTIPLE OPENINGS d N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngroup.com AA ♦: 0003325 b 0 Q a StTBDIV. do LOT" SILVERADO LOT #3 BLK #12 PROJECT# 04128.001-03121 MODEL- 4EBB "1828-CALI" GARAGE SVYLNG: LEFT PAGE: DETAILS 150 MPH EXP. B 1'TUNT DATE 08/18/18 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 DTC W/ (13) 10d x 1 V2"HDG 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 RTi 6A 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 WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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 8" FROM THE CENTER OF THE COLUMN. U: -528 LBS G: 1001 LBS FRAMING PLAN SCALE: 114" - V-0" 1-PLY U7 496 LBS U:-145LBS 1441 N. RONALD REAGAN SL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 W 0 0 O aysDm ae LAT: IN SILVERADO LOT #3 BLK #12 PROJECT# 04128.001-03121 MODEL4 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B Dw w 08/16/18 SCALE: 1/4"=1'—O" SKEET S3 A-USP DTC TRUSS ANCHOR B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (IS) 10d x 1 1/2"TO TRUSS C-12) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH (10) 10d x 1 1/2' NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) MOOD FASCIA SEE - CHITECTURAL 2x6 DURED W/(2)16d LV. COMMON NAILS. SECURED W/ 10d LV. COMMON NAILS O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOP SHEATHING PLYWOOD SHEATHING, SEE "ROOFSHEATHING LOOR ENGINEERED WOOD TRUSSES @P FASTENER SCHEDULE" SHEATHING DO/C, SUBMIT SHOP DRAWINGS FASTENER SCHEDULE" FOR REVIEW AND APPROVAL ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = 1826 LBS (1 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1PLY) C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) Sl b l c TYPICAL TRUSS/ ssGIRDER CONNECTOR(S) (2) USP TA20R TRUSS ANCHOR WITH (16)10d x 1 1/2" NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN)fANCHORS RFUS STEEL CONNECTOR WITH USED IN CONJUNCTIONdi" WEDGE BOLTS AND WITH HEAVY UPLIFT3 SCREWS CONNECTOR USC" WITH (2)3/4'k8" WEDGE AND (8) 18d NAILS 2x WOOD FASCIA SEERS USC" WITH (4) 3/4N15" WEDGE ARCHITECTURAL 2x6P AND (8)16d NAILS SECURED W/ (2)18d GALV. COMMON NAILS. LTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND BEAM ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS 12" O/C A ALLOWABLE UPLIFT . 7910 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT .10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT. 12W LBS (4 WEDGE BOLTS) TYPICAL ROOF S2a(IRDER2b 2c CONNECTOR(S) # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2114" TAPCONS TO CONT POURED LINTEL # 19DO UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1 W x 21/4' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER2"APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4".1'0' (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO TRUSSES WHERE LSTA12 20 GAUGE COVER 5 TRUSSES) 4' 0" O CING IS PRESENT T AT SHEATHING W/ 10dx1/2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1)'0P BRACE SEAMS) ® EACH END TOTAL OF 10 30'-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE FLOOR (1) "X" BRACE @ CENTER TO BILK W/ 1/2" DIA. G2X: BRAE DIVIDED IRDER ANCHOR BOLT W/ 2" 1 K;i FROM CENTER TO END WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY S" SEE ARCHITECTURAL MIN. EMBED, AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS P.T. PLATE W/ 12d's 6" 5/8" GYPSUM BOARD OR 1/2" HIGH STIFFBACK (AS PER O.C. MAX STRENGTH CLG. BOARD TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @EACH TRUSS TO BE INSTALLED @ SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS Lu� DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. FLOOR TRUSS CONNECTION Ca L.B.W. "F SCALE:3/4".V-0" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE >&8" —HOLE DIAMETER < 2/5'D SOL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB — GIRDER/WOOD POST CONNECTIONS J SCALE: 3/4".i'-0" A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE -BOLT, 5" MIN, EMBED (20) 1W GALV. COMMON NAILS AND (8)1Sd VALV. COMMON NAILS. FL#17232 B . USPTHOH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"°USP WEDGE -BOLT, 5" MIN. EMBED (20) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G <2400 LBS, U < 2560 LBS W/ (2) 3/4"' USP WEDGE -BOLT, 5" MIN. EMBED (36) 1Sd GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28.2 G < 4800 LBS, U < 2650 LEIS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G <4800 LBS, U <2650 LBS W/ (4) 3/4"'USP WEDGE -BOLT, 5" MIN. EMBED (36) tSd GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"-V-0" 6 NOT USED 5'EDGE CENTRAL SPACING SPACING SEE SEE C HEDUL, SCHEDULE IN wN F. SEE SCHEDULE FOR BOLT SIZE I' ' �— IA SEE LEDGER SCHEDULE W6 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD °0 Z LAP MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" C/C. °D 5. IN LIEU OF HILT] PAPS, 1/4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) _ PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLTSIZE 5EDGESPACNG CENIMWACWG A DOUBLE 2x8 1/2' 8" C/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C is"O/C D DOUBLE 2x10 3/4" 8" O/C 1110, E DOUBLE 2x10 314" 6" O/C F DOUBLE 2x12 13/4" 6" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4".1'-0" SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED $O 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 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, F9, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE: 3/4".1'-0" 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA #: 0003325 N O 0 N l W 0 BUSDIV. So L.OT SILVERADO LOT #3 BLK #12 PROJECT* 04128.001-031 1 MODE1a 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B DALE." 08/18/18 scALE: 1/4"=1'-0" 81-MET S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3l4"=1'-0" USP LFTA8 W/ (16) Sd COMMON NAILS 2z STUDS USP LFTA6 W/ (16) Sd EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING �Y\A USP SPiH4/SPTH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSSRUSS R 1/2"HDG NAILS FL#17239 GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4".1'•0" DBL PT 20 BLK'NO BETWEEN TRUSSES W/ IOd @ 3" O.C.1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2X6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION cn R ELEVATION �sz 1X2 FIRE -STOP 1/4" NI #8 WOOD SCREWS x Z. LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN ML USP A3 EA. TRUSS /4". NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4".i'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT Iuul 8" CMU WALL AT 16" O.C. AND W FROM NI REINF PER PLAN END W/MIN 5-1/2" EMBED. FLOOR DECK PER ELEVATION /4" 0 NAILING PATTERN to ff.8 ELEVATION m_D9 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL SCALE: 3/4"=1'-0" D 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8) 18d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: @ TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2x6 BELOW x 2" LONG @ 3" O.C.; STAGGERED OFF NI TOENAIL INTO TRUSS W/(4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. CENTERLINE OFF 2z6; �N NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) ll� 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. wl (5)12d V-4" MIN. FROM 2ND. FLR. FLOOR DECK IM iN NAILS @ EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX (B(BTBT. OF FLOOR TRUSS 8" CMU WALL REINF PER PLAN AT 18" O.C. AND 8" FROM INTO BLOCKING SHEATHING FOR WALL END W/ MIN 5-1/2" EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC /4„ 411 PER ELEVATION PER ELEVATION LL NAILING PATTERN 0 Gig¢ PER ELEVATION a §� PER ELEVATION PER ELEVATION 2x4 P,T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) @,2 D.D. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTAI6 @ EVERY REPAIR DETAIL IF BOND BEAM REO. BOND BEAM REQ. TRUSS (VERIFY W/ 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA76@32"COAX, TRUSS PLAN) FL#176M AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN)FL#17880 AT PARALLEL /PERPENDICULAR 5 NOT USED PRE-ENG FLOOR TRUSSES 6 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG 4'-0" D.C. AT FIRST TWO BSEAMS) O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING OC (BLKING G TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX e PEREIEVATION FOR STRAPPING VERIFY PRE -ENO ROOF TRUSS SECURE 2x8 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U c 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14) 1 Od GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 18d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U c 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2X8 P.T. LBS W/ (14) 1Od GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2X4 OR 2X6 WOOD BEARING CONNECTION WALL W/ SYP Na 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING o• • USP SPTH4 OR SPTH6 BTM 1/2" GYP. WL. BD. 0 AND TOP PLATE ANCHORS W/ IOd x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 1Od's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 1 0a 10b 1 OCi OC MAX. SCALE: 3/4"=1'-O" GABLE END BRACING W/ PRE-ENG GABLE TRUSS Qa CMU WALL °a 8 a TRUSS TO POST CONNECTION SCALE: 3/4".1'-0" ° A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 -• ! B - USP HTW-20 U <2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 6/8"°A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 TO SLAB CONNECTION 9a 9b SCALE: 3/4"=1'-O" POST A&B • USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5l8 DIA. x 6' EXP. BOLT FL#17239 USP PAU48 POST BASE 4:2,265 G:13,815 W/ 518 CIA, x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20) 16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77"OTS FAX: 407-774.4078 www.a bdeslgngroup.com AA 0: 0003325 V 0 �ELiS A W r O SUSDIV. 8e IAT: SILVERADO LOT #3 BLK #12 PROJECT* 04 28.001-03121 MODEL 4EBB "1828-CALI" OARAOE BMRNG: LEFT PAGE: DETAILS %150 MPH EXP. B PRINT DATE-• 08/16/18 SCALE: 1/4"=1'-0" SKEET S3.1B GABLE -FAO HIP - ROOF WIND DESIGN PRESSURES NET (GROSS) 10 ZONE 1 .8.97 PSF IT 9.97) ZONE 2 - 17.98 PSF %.98) ZONE 3 - 33.53 PSF (43.53) "A". 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT .- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 6d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 4" O.C. EDGEWISE 20 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, 2 1/2" 0.120' 170,000 RING 6-20 RINGS SCREW SHANK OR NCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O,C. TOP & BOTTOM EDGES „ 2 w 2mw Y Z Z - . _ 8 m O V J Q . 2j . CS Z 2 Z cc v m zU) w 2 a LpU� Q V =U N ci Cry :r 2 2p W TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. - RAFTER OR TRUSS - ROOF SHEATHING 53 m ,. BUILDING LENGTH ,. ROOF SHEATHING LAYOUT AND ENDWALL BRA CNG FOR GABLE END FRAMING Sd RING SHANK GUN NAILS @ T O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEA HING (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B,yN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TOASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOS®EDGES OF CONCRETE ARE TO BE CHAMFERED 3N'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE 140.2 OR BETTER. Fb. 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY . 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 740 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL SE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE BELT SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH; SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE DESIGNEDTHE LUMBER AND ITS FASTENINGS" BY THE WITH TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 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 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 z BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPvWTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PST SUBJECT TO ENGINEERS REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psl TOP CHORD-noncomiTent TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25• S6 BAR - 36' WOOD TRUSSES. 10 pal STM CHORD-nonconcurreM M5 BAR - Y7 BAR - PROVIDE 38"z 38"CORNER BARS, BOND BEAM ONLY, LAPPEDD A 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 DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. 15 paf TOP CHORD 20 psi TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED N THE FOOTING, (7 pat w/ ASPHALT SHINGLES) (10 psi w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 PST BTM CHORD 5 pst BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: IOpsf WALL, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psl TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL WIND: DEAD LOAD SPEED.150 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, 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 0-1557. 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 FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SRALL BE MADE BY THE GEO-TECH, ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MD( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S J-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3D1 AND ASTM C94OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIE -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS AWED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TE811NG LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOW& A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIOJS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR 06 AND SNMLIER T FOR IA AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FI DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & 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 DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm . 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-70 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USA STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS"BY USA, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M' OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SRALL BE 318' 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 WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy . 36 k31 FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy . 46 ka1. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy . 35 kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SQE TYPE SPACING REAWAKS APPL"G SQE TYPE BPAGND ABWKS 1.1` RRxiwO TO CASE HARDENED OOA MIDGE DOOR Btx:K SEE DETAa SEE DETAR 9EE DETAK SEE DETAIL MASONRY/GONG. NNLI HIT LONG. TO ANSONRY�CONC. SOD,AL. ExT. DOORS CASERMRDENEDOOA OC WNOOWIOOON FASTENED GARAOEDOOR BLOT( BEE DETALL BEE DETAIL SEE DETAA BEE DETAIL Ix PT, SEE NDTE. ILAA I -LONG. STAGGERED HMO MASONRYTOrt. TO PMSONPY?ONC. wRDOW BUCK CAGE IMRDENEDCOIL s'oA; WNDOWIDOON FASTENED METASTRAPTO CONTACT THIS ENGINEER FOR SPACING U Pr, SEE NOTES NNL I IM•LONG. STAGGERED INTO MASONRYICw w30NRY1OONC. REQUIREMENTS EXT.SWWGDOOR - 'TAPCON' Pff OC I HIP EARED, A' END. -EARINGWCOD YY° EXPANSpN iA•OC A'EMBED. a`FNO BUCK Tx PT, SEE NOTE 6 NOWAWER FASTNER DST,I IRA' EDGE DIET. WALL TO OONC.6LAB WI WASHER BOLT DIST.,D• EDGEDIST. a PTWNDOWBUCK Ota6°PAFx ELM' 6'OG a'END. DIST., i tlY PT TO SIEELCOL., SEE WI W rotEa ASHER STAGGERED EDGE DIST. NOTES STAPLESSHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING Of GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BLACKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 2 FASTENING 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAT: SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32700 PH: 407-774.8078 FAX: 407-774.4078 www.abdosigngroup.eorn AA M. 0003325 M O C SUSDM & LAT SILVERADO LOT #3 BLK #12 PROJECT* 04128.001-03121 MODEL& 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B C c Ll 23�z s � v-1 f