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HomeMy WebLinkAbout7096 Silverado Ranch Blvd99 . 17 04ENB0NEUVILLE 9'70l6 13L �. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 00000 e H 0 M E�S {Y �q JUL „F p'7 N JI 19 -N '01v 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL eTH EDITION (2017) ABV. ABOVE MFR MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM DATE DESCPJPnGN OVOW W'S ISSUED ARCHITECTURAL SHEET DESCRIPTION •FLORIDA FIRE PREVENTION CODE eTH EDITION ADJ. ADJUSTABLE M.T. METAL THRESHOI D.R. HORTON HOMES •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES All. AMP. BD. CL ALTERNATE AMPERAGE BOARD CENTERLINE MTD. MTL N.TS. O.C. MOUNTW METAL NOT TO SCALE ONCENTER OW50 2011 FBC UPDATE PG Cl-COVER SHEET OVA* CD'S FE-ISSUED 04AM FOOTING REVISION PER M. BOUES 12602 TELECOM DRIVE •OCCUPANCY - RESIDMIAL, GROUP R3 CLGG. CABINET NG P.8 PUSHBU; O PG GN-GENERAL NOTES 05" PLAN REFORMAT W/ STANDARDIZED DETAILS TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 •CONSTRUCTION TYPE - VB -MIN. INTERIOR FINM - CIASS B •BASIC WIND sPFED -volt=150 MPH Vesd=11O MPH •EXPOSURE - B •I -STORY RESIDENCE - CLR. CONC. CPT. C.T. D. DBL D.G.DUAL DIA. DIM. CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE GLAZED DIAMETER DIMENSION PH PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. PHONE PLATE PLYWOOD PAIR PRESSURETREATFD RISER RADIUS RETURN AIR GRILL REFRIGERATOR PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN 05ATAS CONSTRICTION DOCUMENTS RE -ISSUED OMAS PLAN MAINTENANCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DISP. OF. DR. D.S. DTL. D.W. EA. DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH RM. R.O. S.C. S.D. S.H HT B. SHTHG. RooM ROUGH OPENING SOLINCOREEXTDR SMOKE DETFLTOR SINGLE HUNG SHEE SHEATHING PG M1-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: CAWS LIvM I,15I $a". GARAGE 426 Sa FT. ENTRY ELEV. 'D' 36 80. FT. ROLAND A. A 0 CHACRA AR No. 93723 ELE°. ELEVATION SHWR SHOWER EQ. EQUAL Sim. SIMILAR EXH. EXHAUST SL SLIDING XT. EEXTERIOR SL. GL SLIDING GLASS F.GJFX. FIXED GLASS STD. STANDARD F.V_ FUEL GAS SINS SHEAR WALL PG D3-PRODUCT APPROVAL PG WAS -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, PLC. TOTAL ELEV• •D• 2,2I3 •a FT. FIN. FLR. FINISH FLOOR TEMP. SECTION TEMPEREDGLASS PG WA3-WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. SXIOPATIO w SaFT. F DR. FRENCHDCOOORR ToC. THICK OP OF CURB PG WA4-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FLU GA GAR. DISP. G.F.I. GL. FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD T.O.P. T.O.S. TYP. U.N.O. V.P. W. TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOFOF WASTER PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET DESCRIPTION Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN DETAILS PG SPG S2-LIFT -LIFT BEAM PLAN AND NOTES HB. H.B. HOSE B® W/ WITH HEADER IX2E WD. WOOD HDR. HEADER WDW. WINDOWPG HD HOT. OR HT HEIGHT W H WATER HEATER INSUL INSUTAITON W.L WROUGHT IRON INT. INTERIOR L LAVATORY LUM. LUMINOUS MC. MEDICINECABINET DRAWING / CONTRACT DOCUMENT REVIEW BY BUDDER 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 DETAILING OR EXPLANATION IN ORDER TO BUILD TBIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PG S2.lA-DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B-DETAILS PG SNl-DETAILS 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 BLVD. LONGWOOD. FL32750 PH: 407-7746078 FAX: 407-774-4078 ww AbdmWtgroup.eom AA #: 0003325 g W3� a J 0 0 W W �jr LL ~ I[ ut q QQ Sulwiv. ec LOT SILVERADO LOT #21 BLK #7 PLROJECT1� 04128.001-21071 MODZI, 4ENB "1751-NEUVILLE" GARAGE STIM LEFT PAGE: COVER SHEET 50 MPH EXP. A UCNACPA L AR NO OFM j Dw� OB/04/19 MCALE: i/4"=1'-0" SiIEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE 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 MNDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALLBE 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 WNTH 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 ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WAND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 14W 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.25 GAGE (0.48 MM) SHEET STEEL I- MIN. RIGID OWMETA W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE 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 4NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 811E IIIORIT 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CAVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAVNGS 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'-LT' 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, LINO. 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' TRAM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THEENGINEEREDWOODASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIII 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 (SCHEDULE40), INSULATED WNTH %'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 P3DD5.2. 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. 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 FNI SIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, s" 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 & ASTWC106312a 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-C1063-11AAND R703.7. FRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NQT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WLL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdwhyIngroup.mm AA#: 0003325 FA m OC i ffl -I o U �Y ¢il ll it aU13DIV. Ac LOT SILVERADO LOT #21 BLK #7 PlIOJ=T 04128.00 -21071 MODEL' 4ENB "1751-NEUVILLE" GARAGE SWDCG: LEFT PACE: GENERAL NOTES 50 MPH EXP. AFX*Frr=CT STATE Or - DAtuvr 08/04/19 BCALE: 1/4"=1'-O" s EEET GN 0 9 PATIO a 3052 -8H EGRESS 3052-8H 3052-514 BOBS S HB 2'-4' 13'-4" 10'-4' 5'-6' v 0 9 A Owms 8$x m GMTROOM 8-B.D.G. ;n - 1�' :v r 14'-8' m 6'-0' 4'-1' l'-5' 4'-4' ul G. O. --------- ---- _ I � � W. 1:: D. 1 4 -6' I l_____JL_____J wic I LAUNDRY r- - CL& V-81 CLCI ie1 0 - J 2 -4' 1R-I _ I �� - r 9 e Q, B V. V. ® - 6 -2 4 -O' y-- I ii 8'-B.cLa ____ 2 -8. 3 _0. -_ __ ISLAND ® LAV. Owms BATH 8'-8' CLG. v _____� '�(� / \ SINK -DU- b24A .b36 9 -2' I - S -8' 0 m 6 AI ,A,RCH b36 RANGE b36 PANTRY �- W-W cta ,� - - 0 3-SH 36'X60' 84NL12. PAN e BDRM,#4/ STUDY 8-e CI G 'a ig 3-SW i0 I law 6 2'-44'-4' W-0' a 4'-8' I r2' BDRM,#2 8'-8' CL& 12'-0' - 0 C. _ F(w O f 72rx5;c - - l I ATTIC I L ACCESS- J ~ BOLLARD O .9 =u11 BATH A 8-8'G-a ip A9 REQ PER SLOG. CODE 8'-8' CL& - M 'v Q' q LAV. r a V ® WC. m is 3 8 T-4' 1, 3'-4' 0 d� M�,1, Je EMY 9 �^ ® GARAGE 3068 W/ V-8' CL& 3OW2 TRANS' V-8' CLa 3'-8' '?I I I ti� BDRM,#3 8'-8'CLa - - 3'-0' FLOOR PLAN SCALE: V4' = 1'-0' EXTERIOR MASONRY SQ.FT. CALL. S WALL BFIG. HEIGHTS LN�YG 1,151 SQ. FT. ® GARAGE 426 Sa FT. 8 -8' BAG. ENTRY ELEV. 'D' 36 Sa FT. TOTAL ELEV. 'D' 2,213 So. FT. "PATIO 8D SQ. FT. CWOIW AID CLADM 011) LOAD ma m E14!'ONIE FORT mm mm OPBODI SOBME m* Nll in " 1[ilm NDTIE! F "#A MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 OR. MIN. CRITERIA SfGD. MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. 112 1 5 20.4/-22.1 BASIC HIND SPEED MPH = 150 (VLilt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=B, EXP.=B. MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FIB STH ED. (2017) TO BEET TESTED ALL01fABLE OR NOYDIAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMMILDREQM i TOP PLATE 0 �n BAR DETAIL A SCALE: 1/2'.P-D' ARCH DTL. B SGALE, IQ G 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 WTH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' C35 M`) IN THICIQJESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/V C3S M'1) THICK OR 20-MMUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdeslgngroup.mm L AA 8: 0003325 a � a w D Wlu 3 4 - • o U :L iLG >e aUHDIV. Ae LOT: SILVERAD0 LOT #21 BLK #7 PlwJECT# 04128.002-21071 moDEL• 4ENB "1751—NEUVILLE" GARAGE SWDM: LEFT PAGE: FLOOR PLAN 50 MPH EXP. No DATE: 08/04/19 8aALE:1/4'=1'-0" aIIEET Al N-16'-(0' BLDG. WT. SHINGLE SHAKE SIDING AS SPECIFIED (TYP.) 4' FREIZE ELAND (TYPJ 6' TRIM 50ARD (TYPJ FYPON LVI2X24 OR EGIUIVALENT LAP SIDNG AS SPECIFIED (TYPJ SHINGLE ROOF II'�='c:�':� �L�IR.��11r�IRr41iIR�fl�Ril�Rrrl�ErjlpRr — — — — r#rFRE�NILfF�tr�it�#r�Rq`�����r.>.ac.�::� - o M -.. BAND ,. .. - �� -�4 , ■■ -- -- - -- l�� 8'-8' Bf3s. NGT.,, 0'-0' FIN. FLR FRONT ELEVATION SCALE 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT \J OFF RIDGE VENT S'-S' BR(s. HGT 0'-O' FIN. FLR,, OFF RIDGE VENT F-1 El --------------- ..................... LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT IEAOFATTIC = 21M SM FT. NETFMVENTMT10N AREA RE011RED 1/300 REWFIED VENTIDITIONAREA 21M /300 = 731 VENTILATION AREA SO. WQIES PMH.(144) = 105264 SQ. IN. WIN. RECIIRREO VENTILATION Sx im"A IN WPERPOROONOFATTIC - 576"II SO, IN. FF MOM VENTILATION AREA 115 SO, IN. PER VENT sm6v /I15 ALrOF VENISREQIRIED = 45M ALR OF VENTSPROMDm 5 'AREA OF ATTIC IS THEPERIERTER OF THE HOUSE, LESSTHEOVERHANG OOERIOR aF v7ALL10EXTEDLRtGFW OOVERWW6S INOIDED OFF RIDGE VENT I I ■ El ■ ❑ i i 4B " I I I I I I I I ------------------- --- 1 0'-0' FIN. FLR REAR ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH F-1 VEl 0'-0' FIN. FLR,0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH I 1 RAISED I ° BAND I I I I e 9 I I � I RAISED I I (SAND I I v 1 \------------��/ LOUVER DETAIL A SCALE IR . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4076 w .abdejgngrouP.mm AA #: 0003325 J d3 J F Q y � i W � Q � • L o u EY SLMDIV. Ac IAT SILVERADO LOT #21 BLK #7 PROJSOT�I 04128.002-21071 MODZI- 4ENB "1751-NEUVILLE" GARAGE OWINOc LEFT PAGE: ELEVATION "D" 50 MPH EXP. 1 ROLAW A ABOUC AM AR NO 95723 PRINT 06/04/19 DATM SCAu 1/4"=1'-0" RIim= A2D ELECTRICAL LEGEND DESCRIPTION TANDARD SWITCH) -WAY SWITCH i -WAY SWITCHII"MER SWITCH BUTTON ISCONJECT T RMOSTAT INGLE RECEPTACLE (OSvlJO-AMP ANGLE POLE) tRDV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TN GROUND FAULT TERUPMR(TAMPER RESISTANT TYPE) WV DUPLEX CUTLET (HALF OF OUTLET RED TO SWITCH) �ACLE WATERPROGF)GH (GROUND FAULT TER) ADPLEX RECEPTACLE ®PLEX tXTEI,02111! RECEPTACLE (FLOOR Me ECEPTACLE (4 WIRE TOR) OUNTED LIGHT MOUNTED LIGHT T LIGHT ItFAN LIGHT ONCE PRE-UIIRE WITH LIGHT (1 CRI PER SQ. FTJ YobLIGHT FIXTURE cam BULS LIGHT FIXTURE Agagack BULB LIGHT PD URE "TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) 0 'x4' FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LIGHT !RECESSED) • x O CESS LVA47 CESS LIGHT (VAPOR PROOF) ]LING MOUNTED LIGHT WITH J-BOX OFT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) IQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) )LNG MOUNTED FAN 0 NT FAN (I CFM PER SQ. FT.) •� JACK 0 DETECTOR (CEILING MOUNTED) ® 11 'C MES OPIENER N JACK -E PORT NOTE& • LCCATIOJ OF TV JACKS 6 PHONE OUTLETS 4 FANS 705E VERFIED • HOI"EOWINER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210J2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DIBMAOMER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 80 CFI•) NTERMITTEIr PER TABLE MOWA OF FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-MERUPPTER PROTECTION FOR PERSONNEL CN FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(SX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED wv Ia1p Imo AND 75/i OF LYaHNTMG MUST BE ENERGY EFFICIENT TYPE PER FJSL ENERGY CONSERVATION (REdDLMTIAL ENERGY LaPFICIQICY) 201T. blh EDITION 0404J LIGHT ELECTRICAL PLAN SCALE: 1/4' - 1'-0' PANEL: A PANEL 42 at hi.Ve VOLTAIN: 120 l240 V-1Fh RAIN: 15DAMUlD.. FEEDER 3.fM M7HANd 1-N8Cu(G)In 2• C. OR XXW AL TFMN a i-08 Cu(G)m T C. waa Paw r am oaar t2a•R Wa Dm r Pa1a wIw su I aaa I6m ! a tm2 ra z 1 612 1 m land I= 2 M2 1 m &mtrlpp6aaa I= 6 a a6m 11aia a 2 .0 012 1 A 11 I= 1 a .12 m Irm a m ttm III m 1 az An I m awatsl I= 1I n Iam oalarrm m 1 N92 iH I a lta llwrltW/sra aal 1m a 14 56m R 2 6m aM 1 16 Oaa Nnnl[at. !Cali ANtl Na 16 16 >M• 1 t6 13c1v� ! KG 1Ntl61 m6 1] to tam OR 2a t a12 R• 1 I6 YaO OW a al tam Om ltF1 20 1 .2 all 1 a rwa_ 21 22 I= leltra uaa .AFa a 1 n2 aM i a eralPoar� Ize n s m haaW MTA a I m a1( 1 a 6.6wlat6ltRAIV a6o 2s za >m as IwlcA m I iN a 2a � a7 r w if ss w IlEs"NE x 66 6T R R 2 6a MC I 1a MVAi aN1 wm w �1 4) q a16D RC. cU.-1 Wtla mtlwwi •ia abdiba lia 2.OD mlaa bdalwiiiaaNWbalaa Oamand FactDrCoWdWb w: ASSREYN71ONa: — MCFIULTgKVIMEAwIR19t NG NCNOp6�I OE aR01MD FMATwIk7NWTER Tai Iwa•ijstm aawiam fMm tia Oamwma/mN Imm awwagA 1210 MC wtl L CALCULIITM)N09A 0NMMU10OIMCO131TLOAO Tqi 4baw4d1aatllNam 21W A•p Ha6sl2bm) mt Gonral - l bLoad alwe FY !@8Rs9W! R I4m 19 at65LWIJ W 100% CMYF LmsxwlwAI lul 6 1761 1235 TdIh1WN 6688 i i i PROVIDE Y)(0 CU. THIN . Iw CU N V CONDUIT OR 3 410 AL. THWN • 1•a CU IN 2' CONDUIT. (CONDUIT TO TERINATE ABOVE SOFFIT • OVERHANICJ 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL MOTEL O A. ELECTRICAL MATERIALS AND NBTALLATIONB SHALL COMPLY UNTM ELECTRICAL PROVISIONS OF THE FBCR &tW EDITION (Imn]. LOCAL CODES, AND ALL LOCAL POUER COMPANY REOUIPIM ENTS, I-1 B. ALL CONDUCTORS SHALL BE TYPE THIMW)N UNLESS NOTED OTHEIRUISE. POUER COMPANT TRANSFORMER C40MBNATION SERVICE ISO AMP CO DIS4SCT SWITCH AND 120440 VOLT ELECTRIC METER N I f"m NEMA 3R ENCLOSURE mo PANEL TELHI'IIQE SERVICE Cr1aE TELEVISION EN11tANDE /ERVIM WT'RAMM E UIrveMr E4IYTONT INTERSYSTEM BONDING TERMINAL AT LOW VOLtAGE CON.FLTIONS PROVIDE SO AMP. 04M40 VOLT. 1 PHASE WCONDARY- — 114 CU SCONCE GROUND COMECTED TO ELECTRICAL SERVICE. PRDNDE 3 •1 COPPER (CW N CONCRETE ENCASED PODTER STEEL PER 1-I/2" DIA SCHEDULE SO P'VO CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FWA & U4 2/0 ALUMINUM (AU N 2" DIA SCHEDULE SO PVC EDITION r2d12 CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. CNWIT H TH THE ELECTRIC r...IAX S FT LONG CAN -MR CLAD GROUND ROD COMPANY PRIOR TO END. I 41 N. RONALD REAGAN SLVD.LONGWOOD, FL 32750PH: 407-774-6078 FAX:407-774.4078 W Ww.abdesWrgroup.com AA N): 0003325 f g Q R � 2 'td ie LL' ti 23LJSDIV. A¢ LOT•. S ILVERADO LOT #21 BLK #7 P1tOJ8�Tjp 04128.002-21071 MODEL: 4ENB "1751-NEUVILLE" GARAGE SMfIIdG: LEFT PAGE: ELECTRICAL PLAN 50 MPH EXP. y_U —4; G•. #I kABO RO PRINT 08/04/19 ®CALF: 1/4"=1'-0" BKZX'T E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLI7Cs. CODE SECTION 603. 3. ALL FLEX DUCTS 844ALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SERER 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 (20F) MECHANICAL CODE 603U 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. S. 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 W<k RECOMMENDATIONS AND FBC 6T44 EDITION (20T) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY d REFRIGERANT LIDS L AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY b PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TER'9MATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION Mr2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN • LIGHT O/A OUTSIDE AIR Q THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO GONG. CONDENSER W/ (2)-3/16'X2' TAPC0NS UNIT SIMPSON LLB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO WIT W/ (2) JSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK EEC G.O. PLUG SEE SPEC. FIN. GRADE OR PAVING 1'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nFLOOR SLAB CLEAN -OUT (TYPE) NEXT. GROUND CLEAN -OUT (TYPN1 MECHANICAL PLAN SCALE: 1/4 " P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde 4Mmup.com AA #: 0003325 a d W L � � 3 Q YL • aS LLi e s%mDIv & LOT: SILVERADO LOT #21 BLK #7 PROJECT# 04128.002-21071 MODEL: 4ENB "1751-NEUVILLE" GA2eAGE 3111117x0: LEFT PAGE: MECHANICAL PLAN 50 MPH EXP. DA 08/04/19 SCALE: 1/4"=1'-0" 812EET M1 2X4 TOP PLATE PLA►d PRE-FAB TRUSS 112' [LCs BOARD 1/2' DRTTWALL T-tr 2X4 UIOOD STUDS 024' O.G. SLAB FIN. FLR PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE :SPACED NOT MORE THAN ib' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a1TYP. INT. WALL (NON-BRG.) D1 SCALE: 3/4'-F-0' FIBERGLASS SHINGLES OVER =30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 CN I}' OU38. SHEATHING OR UJ' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-EhG TRUES J MTL. DRIP EDGE 2x FASCIA PER I -m ELEVATIONS TOP. OH. VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,_ S/S' C=YPSUM BO OR In' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU In. GYP. WI-. BD.� WOOD BASE 4_ ° a °'d • 4 S' DU. 6LEEVE, DO NOT CUT BOND BEAM HOT CUT SOLID GROUT THE 113 D v (U- •5 BEAT 12) COARSE - RRISARS 2A PIPE THROUGH BOND BEAM 8CALIZ, W41.1'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW .0 ON I}' O.SB. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL 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. ti W/ WINDOW OPENING B TYR WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (j:)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'.1'-& IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 6'151 —ftl PM 6" LH2 26 GAS LINE THRU BLOCK eeAu,Tr.rr FIBERGLAS5 SHINGLES OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON l' 0$J5. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRU°.,.9 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS N'TWM2WAT- FORTLA)D CB1M FLbTIW APPLIED DIRECTLY TO MAGONW GALV. STEiL RIGL ~W-AL TT61GC By ITMP. PASTBED TO TRAM 6RACIQis a FRODIICT APPIWVK FWQ CGPVMR EEAD S' GTAI um 6TIO CTIRAL FOR IlNPOIfGB'®R 2.16 P.T. YD ATTACHED TO F" CILL b FM FIYODIKT APPROVAL REG 6EALAM i 6ACKM ROD 222A7HER OTW s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' 2x BLOCKING= BETWEEN TRUSSES PER STRUCTURAL DETAILS --\ STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE -ENS WD.TRUSS, — COIN. Tx RAT RUN SECURED PERJ� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 51W GYPSUM BOARD OR IR' HKsH STRENGTH CLG. BOARD In' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR$_ _.- 4 • 4' W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS 6 24' OG. 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGL.EB OVER'iO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5JJ CN J' 0.8m. SHEATHING OR k CDX PLYWOOD SECURED PER I,FASTENER SCHEDULE TMTL. DRIP EDGE i 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL 1 SCALE: 3/4'.1'-O' In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ri0i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAR(: 407-774-4078 www.abdesW igroup.mm AA /: 0003325 h $ � Q t7 W E V W � 3 Q Ll e � o � alsIsa avmmm & LOT: SILVERADO LOT #21 BLK #7 PROJECT# 04128.002-21071 MODEL 4ENB "1751-NEUVILLE" GARAGE SVIMO: LEFT PACE: DETAILS 50 MPH EXP. ARMH T STATE OF FLORA ROLAND A ABOUCK40RA AR NO 9UM ppmrr "I DATIM. 06/04/19 SCALE: 1/4"=1'-0" SHEET kill D1 C MN. TO 181 V // HE W/ CUT MALE. SIDES• 2X6 GAWA6E DOOR BULK W/ (6) IN VW A -DOLTS 4' B'IBEDMENT MI1 V 2•)O')4 WASHER AND NUT WACED EVENLY PROM ROK OTO OR GARAGE DOUDR N JONM r mTO FNLWE 1-2X6 PT BLOCK • CENTER OF ® DOOR HEADER UWI)VX6' J-DOLTS 4' MnSEDYBIT Wr YIO'XS' WAIL ER AND NUT. ®H,mo: I�� ALL ANCHORS SMALL BE N AClaRDANCE TO MANIFAGTURSRS INSTALLATION NaTRJCTIONB abERE OUCH NBTRICTIONB ARE MORE STRNGBR GARAGE DOOR 1 BUCK ATTACHMENT 4GYJ• w'.r� 8' CMU K' DRYWALL I'X4' OR PX2' P.T. MAILER ❑ IX4 P.T. OR 9'4'X4' MIN. SECURE TI-IRU FRAME 4 EXTEND I-Yi INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -), WITHIN 8' OF EACH END 4 I8' O.C. MAX SPACING DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK BGALE: +3/4 OR +5/4 A N.T.S. WBLDow To BLOCK +3 4 OR +5 4 2X4: m SECURE TO BLOCK W/ i{r•' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 X-) WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-V TAPGONS(MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys ) WITHIN 8' OF EACH END 4 8' CMU IS' OZ. MAX SPACING. JS' DRYWALL 2X8:® ❑ PX4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2-11%' TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. to' or -MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 n wtKDow TO BLOCK +1-1 2' LL'f E: N.T 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8' OF EACH END 4 NOTE: NOTE: STRUCTURAL 2X SPACING. IB' OZ. MAX SPACI BE ON OUTSIDE 4 2X6» SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TAPCONS TAPCON MIN. 1-A' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Yi) J1• DRYWALL WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 'X4- OR I70' P.T. NAILER 2X8cm SECURE TO BLOCK W/2- ki' O.SB. X 4• MIN. TAPCONS (MIN. SHANK SIZE .145 CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-15 16' 1lQBOw TD BLOCK +1-15/ 8' 9GALE: N.r.S. 2X4:m SECURE TO BLOCK W/ V TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK WR-%- NON-STRUCTURAL V TAPCONS TAPCON MIN. I Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK - MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4) 6• CM1U WITHIN W OF EACH END 4 K• DRYWALL IS' O.C. MAX SPACING. 2X8® ElVX4' OR I•X2' P.T. NAILER SECURE TO BLOCK W/)- V CASING TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE -400 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi 1 —ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +2 1 4" rn�WINDOW TO BLOCK +2 1 4' U—scALE: N.TK 2X4m SECURE TO BLOCK W/ TAPO" (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X W O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-11(r'NON-6TRUCTURAL V TAPCONS TAPCON MIN. I-Yi (MINL SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 1 Yi) )j• DRYWALL WITHIN 8' OF EACH END 4 •X4' OR I'X2' P.T. NAILER 18' OC. MAX SPACING. 2XBaa SECURE TO BLOCK W/J-%' TAPS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB• O.G. MAX SPACING. MANUFACTURES DETAILS. ror4..,»:moo,n ran..:». mo wr oa�XN DOOR JAMB TO BLOCK +3" rr-,\ W[RDOW TO BLOCK +3" " SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:ma SECURED THROUGH SECURE TO BLOCK W/2-%• NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' OF EACH END 4 8• CM JS• DRYWALL IS' Or- MAX SPACNG. 2X8:® ❑ rX4' OR 1'X2' P.T. NAILER SECURE TO BLOCK UY2ATTACW ND 2X SECURE TO TAPCONBlMIN. SHANK TRUCTURAL MEMBER .145 /(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' Or- MAX MIN. EMBEDMENT I A')OOR CASING WITHIN 8' OF EACH ENOOR JAMB OR WINDOW IW O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3" WIN 1[ TO BLOCK +' F' SCALE: N.T.S. 2X4m SECURE TO BLOCK WNl TAPCONS(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IB' OC. MAX SPACING. SECURED THROUGH 2X64= NON-STRUCTURAL iW SECURE TO BLOCK ILA-1/4' TAPCON MMV. 1-Y1 TAPCONS(MK SHANK SIZE EMBEpMENT INTO BLOCK J45 MIN. HEAD SIZE 300 6, cm MIN. EMBEDMENT I Y4') •DRYWALL WITHIN 8' OF EACH END 4NG. 18' OZ. MAX SPACI I-X-4 OR I'X2' P.T. NAILER 2X842® 11 SECURE TO BLOCK NA-1/4' 36' O.SB. X 4' MIN. TAPCONS (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3-9/16' wDNDDW TO BLOCK +3-7 I6' G scALE: N.r.S. 2X4:m SECURE TO BLOCK WYi TAPCONS (MIN. SHANK SIZE J45 MIN. DEAD SIZE -400 MIN. EMBEDMENT IYs') WITHIN 8- OF EACH END 4 NOTE: STRUCTURAL 2x IS• O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL ' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOOC MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') 8' CM WITHIN 8' OF EACH END 4 V DRYWALL IS' OC. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2X84sm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IS. OC. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )i ) DOOR JAMB TO BLOCK +3 3/4" 1BN W BLOCK +3 3 4' H SCALE: N.T . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdmlgngroup,c L AA #: 0003325 to Q E it ---- I Stnmly. Ae LAY*. SILVERADO LOT #21 BLK #7 PRGJECTp 04128.002-21071 MGDEL: 4ENB "1751-NEUVILLE" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. 50 D—•PE' 06/04/19 SCALE: 1/4"=1'-0'• SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 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 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 d) J �j LL N W E 0 S SVSDIV. Ae LOT SILVERADO LOT #21 BLK #7 PROJECT* 04128.002-21071 MODEL 4ENB "1751-NEUVILLE" GARAGE SVMCG: LEFT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. Dw06/04/19 SCALE: 1/4"=1'-0" SHEET D3 PREFORMED CONTROL JONT� FLANGE OF CONTROL JOINTS Td BE WRED TIED TO LATH • V C.C. MAX(VERTJ NQ¢L DO NOT PASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND CXCEPT STAPLES UV SCCI CCoNrpta x TEMP. DURING INSTALLATION —� FASTENERS TO BE SP • T' OL. MAX VERTICALLI' / i -- (((--- PLASTER�• TMICIL 3 COAT CEMENT \ / SRB LAYER 7. PORMFIBER / BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERTJ OL. MAX AT SUPPORTS WRB LAYER 9• STUCCO WRAP UIOOD SIEATHMG LATH SINALL NOt BE CA7NTINUOIb •• To •• •• To •• TISBOGN CONTROL \ TS BUT SMALL DE STOPPED AND BE TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER MM C1063 PLACED FLAT MAX. 6' TO S' I \ FROM CONTROL JOINT 41EN tlQaL CONTROL JOINT FALLS ON L PASTENER6 FOR LATM TO BE NAIL& OR STRUCTURAL 6TUD STAPLES IN COMPLIANCE UU A67I9 C11063 r 2. WRE TES TO BE (NO. 16) 010416' WIRE S. BLOCKINS 6MOIW MAY BE IN ADDIT \ TO WALL SIDS REC UUMED PER PLAN V Nam, APPROVED SUILDNIS uRAP SMALL BE LAPPED A MINIMUM OF 4'x4• SELF-AD1ER<0. MEMBRANE 6' 6' • VERTICAL LAPS (ROLL FLASHING (OC PATBLE UV MOUSE ENDS) A 6• • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4. ALL SEAMS NEED TO BE tAPED LATH VERTICAL LAP TO BE P APPROVED HOUSE YRAP. f`- WITH FCRTIBER 6NEATT4MG TAPE FLASMN3 TO EXTEND ONTO PINE / \ I' OR LESS PIPE .:`: 6k6' SELF-ADWERM MEMBRANE \ PENETRATION R-ASMING (COMPATIBLE W) MOUSE / LRAP MATERIAL) OVER 4'x4• ] SELF-ADNERNG MEMBRANE PLA6NNG OVER APPROVED / r NrV. LAP . FETK LATH \ .. OUSE ' { : MWRAP. } :. R,ASINa4G 10 EXTEND ONTO PIPE fX X X X 1•. X X X CUT AND OVEIdAP ONE SIDE OF PETAL LATH SELF-ADFERMG MB'DRNVE PLMMNG CUT AM OVEN -AP ONE SIDE GR I STEP 01SELF-ADHERINS M' EM' BRANS STEP "2 URB LAYER 9, r THICK,3 COAT CEMENT — RA6MRIG WUB LAYER', STUCCO WRAP I PLASTER ' M P R AP MA,` ow.Y / METAL LATM WIND LAYER POIUTFBER YIUB LAYER 4, PORTFIBER �BUILDSG � I WRp LAYER 4• FORTFIDER BUILDING PAPER . BUILDS'.: PAPER METAL LAIFI PAN'ER \ I 6SN'SELP-ADIEW, 6TUCOOMEhbRANE Y2R FLASHING OVER 4•x4• SELF-ADMERMG MEMBRANE INSTALL !FASTENERS (CLIPS. FLASMNG OVER APPROVED WOOD SINEATNING STRAPS. STAPLES) AS REQUIRED TO SECURE MOUSE WRAP. RABMSNc. To EXTEND ONTO PIPE PPE( WRE TO PRAMING 4'x4' WAP-AD4ERNf MEMBRANE FLASMMG OVER APPROVED HOUSE r NIN LATH WRAP. FLAMM TO EXT@D LNtO PIPE LAP. A' ONIR KL LAP ro"PAPER LAP 'li' CONT. BEAD OF SEALANT INSTALL APPROVED MCUINSI RAP AIR VERTICAL LATH & PAPER DETAIL NOTE, WOOD 6MEAT SIDE LAPS OF METAL PLASTER BABES SMALL BE SECURED TO ISLULDA FRAMING MEMBERS, PAPEP THEY SMALL BE TIED BETum SUPPORTS WITH 004T6-M. (121-MM) STUCCI ELASTOMERCE COATING OVER STUCCO) C.V. PMI6H (SETYP WALL SE.CTIDU SECTION PER SECTION RM? Bd.lorlrrtE.ta cwee6,. shau comply with UR appka raq—m. o(ASTM C 92612A Instabtlon of e4enor bftV and M1ambV .hall comply wRh ASTM C 1063.12A WIPE AT INTERVALS NOT MORE THAN W (226-MMA AS PER ASTM CWP63 LIOL6 MN11O.IR.. L•�• •�'A (3A�l E PENETRATION DETAIL C `•^' Q KICKOUT 1'� PAIR OPTEAM ® IN ONE, LAYERS, TEAM LATH N.T.S. DETAIL MAY BE PATCHD & PAPER DETAIL WA40M ~TAPE PER MANUF. SPEC. OR saw PEEL 4 STICK 46 O O,Paw — • Pr. A L CPUAN • M.6 a. GNKAIIE • PT. C mom OVBU.AP V. ex"m tR' eala 6lAIMN& PIMMAOMALLT FASIN P Or- MAX. ® L Fnw NOYO • PL A >. aeAec • n. E a. O!AN • Pr. C 4 FoIA Pr. L ovm P1. a TILL Pr. C T4I0l6 111 CM PLANS[ T;�>, 0 .oTTa, FLYNit wW T16MT w.aur. ? THICK, 3 COAT CEMENT PLANTER aW,"A W 2 o r OaywlT PLA[Tala (Ow UM LAYER 9. FORTIFBER BUILDING PAPER aiwo oar) UM LAYER -1. STUCCO ~(pl4Aea a&') df�L NaTAu ICIC1rWT .. NL.r•ra AT [oyroM Q POOP . L NIEa16CTlptl �QQ�(000 0. WOOD SHEATHING OR CCMtlJ WREN LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER ROOF�LALL SCREED Z 8'X9' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING L (NAIL TO ROOF DECK NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T-S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 'b2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C—&4l —09, MIN. 2.5 1-55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) J.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wW W.abdesWigroup.wm AA #: 0003325 n Rol y n 2 OC pM—L n U S 2- ti ausDiv. ae LOOT: SILVERADO LOT #21 BLK #7 PROJECT# 04128.002-21071 KODELA 4ENB "1751—NEUVILLE" GARAGE 811IING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. D = 06/04/19 aCAL.E: 1/4"=1'-0" aHa'gi'1' WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEnIEI''F OF FLASHING TO BE: I. BOTTOM. 1 SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DIRECT 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 � LALS. Yi CAJILKING • JONT PER SECTION R703.7 EiNdmiar k0 ft wW pbdeday Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply With ASTM C 1053-12A. URB LAYER M, ;1 . STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH URB LAYER 12, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD =NSTUCTION v CHU WOOD SHEATHING UM LAYER -1. STUCCO URAP UM LAYER -4, FORTIFIBER BUILDING PAPER METAL LATH 6' RAISED BAND X' To V M0 MALL uEEP Erg® 6' WIDE STRIP SELF ADFESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHINCs UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) 0 BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH - WALL V SELF ADHESIVE FLASHING (INSTAL PER MANUIP. SPEC BUILDING PAPER UNDER 'QUICK FLA A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I 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 V TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE 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 BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUJRAP FOR BOX INSTALLATION tlFR5 LAYER M, STUCCO WRAP WOOD SWEATWINCs APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAt EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD 044EAT14NG URB LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH -VS' TEXTURED FMS14 . YIDOD -FASTEN TO UIOOD STRUCTURAL F 191=R • I' OL. MAX V To JP mED- ::v : WEEP 6CREED ADFESNE FLASHING, CLEAN MASONRY BEFORE APPLYNS HORIZONTAL WEEP SCREED (FRAME TO BLOCK) s' UPS LAYER M, STUCCO WRAP CUT 'X' INTO ZP SELF-ADF4ERNG MEMBRANE FLASHING APPLY SELF-ADI-ERNG MEMBRANE FLASHING OVER BOX AND OVER ....`..... - . APPROVED UPS LAYER .I STEP *1 STEP #2 STULAYER M, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEaftAr STEP *3 ,MEMBRANE FLASHING `WRB LAYER 02, FORTIFIBER BUILDING PAPER 5TEP #4 ELASTOMERIC COATNG OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STET= S STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN RLVD. LONGWOOD, FL 32750 PH: 407-774-607a FAX: 407-774-407a www.abdesign'up.Uwm 6. AA A: 0003325 r d) 1 uZ w . 10 SUBDIV. 1e IAT: SILVERADO LOT #21 BLK #7 PnoincT# 04128.002-21071 MODEIA 4ENB "1751- NEUVILLE" GAPU&CE 91IMG: LEFT 1PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DATE: 06/04/19 SCALE: 1/4"=1'-0" B*IEET WA2 EM.WOODFRAMED WOOD 8HEATHMG WALL WRB LAYER 9, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER •2, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS W HAT CHANNEL J' THICK 3 COAT CEMENT WEATHER RESISTIVE UVV TYPE 'X' DRYWALL PLASTER BARRIER 1 6' SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARRIER O j 4' POSITIVE DRAM J' THICK 3 COAT CEMEN}/ VARIES WOOD SHEATHING \ u�ce _ _ Been PLASTER / LATH WRBMETAL LAYER 'I, / STUCCO WRAP / / UIOOD SHEATHING i' THICK, 3 COAT CEMENT ' PLASTER 6' SELF-ADHEREING H% FLASHING WRAPPED • TOP OF WEEP SCREED TO SNEATHIMG BELOW WRB LAYER h, STUCCO WRAP 4' POSITIVE DRAM IIICEP M:QrFD WRB LAYER 4, FORTIFIBER NO GAP IN FIELD BUILDING PAPER ---� CBHCIIN FOR CLARIFICATION OF / SEPARATE ACCESSORIES ONLY) \ / / 6' SELF-ADHEREING LAYER FLASHING WRAPPED ' STU STUCCO P AMICO AI-W,G-IIFIIr-C-,-I W ING CUSTOM CASBEAD 9CORNER OF CANTILEVER 4' POSITIVE DRAIN �� . UE[P BCRELD ND GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL.0 CANT. SCALE: 1 I12' • 1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM G-647-0g, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I3/ I RESILIENT NAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH ]' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL WVTEMIRED t PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION RESISTIVE 1 RESISTIVE '7 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 242 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON RESISTIVE RESISTIVE 2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADERIBEAMT (SHIOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL ,' THICK 3 COAT CEM! PLASTER VINYL CORNER BEAD 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—X—x—x STUCCO SELF-ADHESIVE FLASHING 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL t STICK) SET IN PULL BED OF 6' PEEL t SEALANT, $j' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK ' Yi GAP FOR BACKER J ROD t SEALANT I JL'XI %' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL t BARRIER 'I STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO ,,,m�•a BARRIER 4 CANTILEVER 6' PEEL t STICK • DECK MEMBRANE, DRIP EDGE TO DECK EMEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE - SET IN PULL BED OF I JrXI 1%' P.T. OR SIMULATE SEALANT, JV MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS I FACE TO TREX Yi GAP FOR BACKE VINYL CABMG BEAD ROD t SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t PEEL t STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASINQ3 J' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/6' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED UEAT14ER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER 12 PLASTER VINYL CORDER BEAD 4' POSITIVE DRAIN ncae srr mm VINYL CASING BEAD NO GAP IN FIELD (SHOUIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING a 7' O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER j12, FORTIFIBER BUILDING PAPER 14A CORNER BEAD � FRAME CORNER BEAD (FASTENER 4 SPACING * I' O.C.) C N CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD � BLOCK COLUMN SHEATHING -- ATI-ER RESISTIVE BARRIER •1 A)4ER RESISTIVE BARRER -2 I 6' SAR \ \Q PEEL t STICK 1)Wx3' 'L' FLASHING - FULLY EMBEDDED IN ROOF CEMENT I JV X 3' 26 GA GALV. METAL DRIP EDGE ?.'CAP FOR BACKER SET M PULL BED OF ROD t SEALANT SEALANT, JL' MN. ' SPACE FROM DRIP FACE TO TREK RESISTIVE VINYL CASING CLAD �� • • BARRIER I,,:. WEATHER RESISTIVE WATER PROOFING 4t \ BARRIER -2 LAYER (2 LAYER PEEL 1-� EXTERIOR COLUMN t STICK) ias,aair° COLUMN SHEATHING \ 6' SAF. PEEL t STICK I )Vx3' 'L' FLASHING SUB FLOOR FULLY EMBEDDED IN ® ROOF CEMENT I JV X 3' 26 GA. GAL V. I METAL DRIP EDGE I JS'XI is, P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER SEALANT, JS MIN. CONTINUOUS SPACE FROM DRIP Yi GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFING 1•t MODIFIED w LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/0' TYPE 'X' DRYWALL METAL LATH W/1'EXTURED 4 PAINTED WOOD 844EATHIWA FINISH J' THICK 3 COAT CEMENT 4' POSITIVE DRAW DEEP SCREED PLASTER VINYL CORER MEAD (SHOWN FOR CLARIFICATION OF VWYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN (W/"T." FT.ACT-TTWr=)i WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH d' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING— FLASHING , DRIP CAP WINDOW FLANGE WRB' LAYS STUCCQ, Ul! WRB LAVE BUILDING I METAL LA' J'THICK. 3 PLASTER WSELF-A FLASHING DRIP CA WINDOW I �....� WOOD SHEATHING 1 WRB LAYER "I, STUCCO WRAP i I WRB LAYER02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT MEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 W Ww.abdwlgngpmup.wm AA #: 0003325 y � Q Q � cl a y�WK WW W SID U�Q IT Q 8u3niv & LA0 SILVERADO LOT #21 BLK #7 PROJECT#H 04128.002-21071 MoDzu 4ENB "1751—NEUVILLE" GARAGE BWMC;: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. rpan"DA 06/04/19 8CA* M 1/4"=1'-0" 8iJJEET WA3 i. WOOD SHEATHING YA' C.A BEAD J' PLASTER R3 COAT CEMENT }' THICK, 3 COAT CEMENT PLASTER IX TRIM TO TRIM METAL LATH SEALANT WRB LATER Of,a STUCCO ME O ER 11 METAL LATH STUCCO WRAP SIDING TRANSITION WAQB LAYER 12, FORTPIBER ; WOOD SHEATHING BUILDING PAPER WRB LAYER 02, FORTINBER SIDING WOOD SHEATHING BUILDING PAPER I w r•> t H ; WRB LAYER "I, 1 WINDOW FRAME METAL LATH STUCCO WRAP I _ wRB LAYER 02, FORTIFIBER }' THICK, 3 COAT CEMENT I WRB LAYER 02, FORTIFIBER g�AAYE�r=s7 WRISSTUCO LAYEWRAP BUILDING PAPER PLASTER t 1 1 BUILDING PAPER E-z BEAD VINYL CASING 6'SELF-ADHERING 1 ; METAL LATH ASING BEAD 1 [w/ai6' FLEXIBLE PVC BACKER ROD) FLASHING THICK, 3 COAT CEMENT FLF-AORPEING I VINYL ANGLED t �(EkPl ODED' FLASHING OR PEEL t STICK CASING BEAD CLARITY) SIDING SIDING TO STUCCO I —wRB LATER 01, StuGGO WRAP, CASING BEAD hEMBE�RpAROUND FRAMING ��. 1 DRIP CAP (CROSS SECTION) 6' SELF ADHESIVE FLASHING 1 WOOD SHEATHING WINDOW FLANGE � CAOYEWRAP — .'r: f % 2X FRAMING VINYL ANGLED W c TRICTICN MEMBER DETAIL BELOW EXPLODED t�cASING BEAD :':; ND W,DODSHIEATHING FOR CLARITY N WEATHER RESISTIVE UNB LAYER 12, FORTIFIBER r :;: i BARRIER 9 BUILDjNCs PAPERWEATHER ERESISTIVE '�/�� �\ '-------------------------------------------- METAL LATH +� ulvxTY. LAP SIDING �� / 6 SELF -ADHERING • ■ 6 REVEAL � ■ � I FLaSHW. }' T441CK, 3 COAT CEMENT � + 6' 6ELF'ADNERIHYa 1 a �' tH1M 3 COAT CEMENT PLASTER �' �"�! FLASHING L �. WEATHER RESISTIVE Y4' GAP TIP ■ / ` 1 °NaRIER9 CASING BEAD PLASTER i STARTER STRIP `� > EM RESISTIVE /�' 6'SELF-ADHERING j SEALANT TO WINDOW METAL. LATH FLASHING�On FLASNrt+G NG , GAL�I�AL \ — z�R'�A 4M ; WRB LAYER 42, FORTIFIBER DRIP CAP �: i BUILDING PAPER I x 6' ea uLarED WINDOW FRAME WINDOW FLANGE Ta"rEn�R ; WOOD SHEATHING CASING BEAD ® WINDOW woop � 2' MBER 15C (FRAME, W/BAND) `y SEAL MAP WCAMICNG OR APPRED OVSEALANT , wnrrr CASM � 1 1 SIDING TO STUCCO ' WRB LAYER 01, (9 STUCCO WRAP BLOCK TO FRAME I WOOD SHEATHING 9 TRANSITION 6' WIDE PEEL a STICK I OVER FLANGE WINDOW FLANGE METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SHEATHING WRB LAYER *I, STUCCO WRAP NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-OS, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) QX= SHEATHING WEATHER RESIST" BAf.!#IER 4 WRB LAYER 02, FORTIFIBER Xl LAP SIDW BUILDING PAPER WWLF-AI04, � FLASHWJ6 METAL LATH STARTER STRIP — (EXPLODED s' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD (E) RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2' = I' -O' W SELF -ADHERING FLASHING WEATHER BARRIER WEATHER BARRIER WEATHER RESISTIVE OP 6 MK AABOVE 'r OF rLASNNG WEATF ERR RESISTIVE WEATHER RESISTIVE BARRIER a \I \ \ I 'r FLASHING DO NOT CALK OR -� aRel ,fcCHI.Ar. WEATHER RESISTIVE BARRIER 9 TO LAP 6' MR ABOVE TOP _I OOF 'r F-LYA04W.6IG T� PETER 4Q SIDING TO STUCCO FRAME TO FRAME 9 TRANSITION RESISTIVE I R F� RESISTIVE a ILA (W/ BEAD VINYL CASING2X FRAMING lW/36' FLEXIBLE PVC BACKER ROD) I MEMBER •APPLY FULL BED OF SEALANT BETWEEN ;H BUILDING FLANGE BUILDING WRAP BUILDIWRAP ' WRAP � Z BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w .abde of i&oup.wm AA #: 0003325 6. •) w W Q W OC w r Q J y Q R z QQ z JJ 1,g0, > SLTHDIV. Ae LOT: SILVERADO LOT #21 BLK #7 PROJECT* 04128.002-21071 1[ODEL 4ENB "1751-NEUVILLE" GARAGE SDNG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 50 \. J D � 06/04/19 SCALE- 1/4"=1'-0" SHEET WA4- TEPIPONAWLY — FOLD-W" A BECURE HOME~ (OR OUT 410UBEWRAP TUdC PLOP UVDERI AT 45' ANGLE a HEAD MODFIED 'I• CUT 1,T M NoUUEWVAP I �i LWA CF U04=W OPENING FOLD NOU6EWlAp' I M qT JgT'1�6 � aLL APPROVED KWLO ~ OVER "ATHMG OVER WD 61W WALL ELOPE SILL RO. TO EXTERIOR STEP 1 STEP 2 ALWIN PLAWNG W) W. row OF 61LL RD. FEGNANBCALLY FASTEN! FANNED Rode&(CAP NAIL6. 6TAPLE6) INSTALL CIPONT FLEMIRAP AG N FLA6HMG AT THI r � VK-LY %, :OwmkxU 7F WALAN W06 AM IPPLY TO R.DOW NA LAbW Ul 9RE-F ttc4 IOLE6 OR WALL 6• WOE ADNE6IVE MACCED FLEXEILE FLA6NN MATERIAL OVER OWN" CAP "INT(FRaTECTO-WRAP ST-20XL a EMM WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NT5 L TIT 15 TW CONTACTOR6 IE61-aOI SILTY TO VWWY THE CO1PATU6LLIT' CF ALL PROIXICT6 MCUMM NCUGEWIIAP. 6EALANT64 NLF-ADNERRI6 FLAWING MATEMAL6 UW0 CUMNG 0"TRIGTIONL 7. M6TALL ALL MATEMAL6 FM M~ACTWER6 WWTT@I 6FECFICATICN6 yll T -6-ALANT6 MAY IEACT ADVERWLY F NOT CGHF-AAN AND SEAL JAMB TO SILL JOINTS WTH DOW 1199 FOLLOUNG COMPLETION OF EXTERIOR IFETROFIT WORK REt EPAIR SCHEME SHOAN SHALL 6E IMPLEMENTED AT ALL UNDOES WITH EVIDENCE OF WATER INTIHJSIOr CELOW THE WINDOW OPENING IE EJTERIOR PERM-ETER OF WINDOW WITH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w Abdes4puVoup.wm AA #: 0003325 h d) � r a a may.. lu W %^ a B Q • m V LL yY a .6 SLJHDIV. a LOT: SILVERADO LOT #21 BLK #7 PROJECT# 04128.002-21071 MODEL. 4ENB "1751-NEUVILLE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. ARCFiiECT: STATE OF ROF�A D 'M U04 /19 SCALE: 1/4"=V-0" SHEET WA5 I I I I I 1 1 ' \\� --------------+---'---! i - - 2x6 SUB-BANb W/1'x4' NOTCH s --' END, WRAPPED IN C PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE !d 1 I\ - I/8' 1/8' TEXTURED I \ FINISH s WOOD I \\ 2X6 Sue BAND 11/5 1/2' TEXTURED \ -� FINISH s CMU / \\ I / METAL FASCIA \\ e WRAP ib FROM � STUCCO, 1' FROM \\ ----------------4. Ia WOOD WALL \ "EXTERIOR WALL \ tee\ (FRAME OR CMU) \\ \\\ NOTE: NOTCH FOR 2X6 \ \\ SUB BAND ONLY \ \ 0 ®ELEVATION ®PLAN A ©PLAN 8 —ROOF KICK OUT REMOVED \\ FOR CLARITY "ROOF DECK (BEYOND) ;\ -`-\DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH 0 I WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/1'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL Va' TEXTURED FINISH • WOOD, I/2' TEXTURED FINISH • CMU METAL LATH WRB LAYER M, STUCCO URAP(FRAME ONLY) UQB LAYER 42, FORTIFIBER BUILDNG PAPER (PIlAM ONLY) ROOFING CEMENT EDGE KICK OUT PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WA'x4' NOTCH is END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• 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 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 0 WALL W/KICK—OUT kt' IE OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/il¢'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT to ROOF EDGE OMITTED FOR CLARITY L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abde IgWoup.wm AA #: 0003325 a � 0 ci a `' �!"a J a sss SILVERADO LOT #21 BLK #7 PIEOJSCTp 04128.002-21071 MODEL. 4ENB "1751—NEUVILLE" GARAGE SVWG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. D TM 06/04/19 sCALM 1/4"=1'-0" sign]" WA6 2A'1i" TE 1 4" CONC. SLAB O a Y L, -312 N ---.. — FM-12X18 — — — — ---� ' EXTEND— I 1.1 SLAB 1 112" I 10'-0" .I I I. I d I . I TOP OF N BLAB LL I ILL 'I I � I I- I, I I 21'-0" •I I 4" PVC CHASE �" •I 20'+1"TEA I � l ( I 4: 5 12 o m EXTEND N SLAB 1 12" I a 3'-p 5 I I p I I ILL I� I i 2 a EXTEND 1.1 O SLAB 1 112" FM-12X18 rn w _ — 4" CONC SLAB j ul 4". 3,1, 4" I i0 a 4 3 t/2 2 I ILL I 1 FMC-12X18 FM-12X18 FMC-12X18 L 1.1 FM-12X18 4 — — 4 .1 1 .1 4'-0" '-4" 4'-0" 8'-10" 19%8" 6,-8" 1314" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-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 12" 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 WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11,EINDICATED #5 BAR, UNDICATES #6 BAR, NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH AC-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 MW PSO, 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 WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6Ih EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS — W1.4XW1.4OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WI 3d' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17, CONTINUOUS 18" FMC-12a18 12' CONTINUOUS 18" - (2)#5's - VARIES FM-12z12 12" CONTINUOUS 12' TE-1 8" SEE PLAN 8" - #5 IN CURB 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde igngroup,mm AA #: 0003325 . F W J 0 {1 � 3 W Pv yy11 W d) Q' 1- d) a � �R 4 � 4 QQQ *4U IT it SVHDIV. a LOT SILVERADO LOT #21 BLK #7 PROJECT# 04128.002-21071 MoDml "" 4ENB "1751—NEUVILLE" GARAGE SWDCO- LEFT PAGE: FOUNDATION PLAN 50 MPH EXP. AR DPw. UM 06/04/19 SCALE, 1/4"=1'-0" $FIEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING � s sv Z STEEL REINFORCING IN GROUTED Z STEEL REINFORCING IN GROUTED — • v . g CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND c e.rf a Tt SPACING REQUIREMENTS O } < LU SPACING REQUIREMENTS 1111 ' o—s �1r °� GARAGE DOOR ca U W .. 7-+— RECESS w N Q a �FM f m W w w - Z 8" CMU WALL O 8" CMU WALL r . CORNER BARS, SAME SIZE AS BAR N W 8« w Z « �'� IN FOUNDATION WITH 30" LEG EACH ID U ^� TOP OF SLAB d WAY AT ALL CHANGES IN DIRECTIONS (... SO THAT THE STEEL REINF. IS CONTINUOUS N N TOP OF SLAB • MATCH AMOUNT OF CONTINUOUS BARSCURB FOR EXT. PORCH SLAB ISOLATION 7AOND SEE SLAB SCHEDULE SIZE CHAMFER (1STORY) #3 EXT. PORCH SLABW/1/2" ESIMASONRY TOP OF GARAGE SEE SLAB SCHEDULE (1STORY)CHAMFER I .BAR °"o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITSSET '- Z=p, AT ELEV: JOINT (WHERE (25TORY) #4 W/ 1/2ISOLATIONER =L2 ER (2-STORY)APPLICABLE) 2i SCHEDULE #s N36' OINT ERE (ULEPPLCLE) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE #8 R SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY ANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34=1-a 2 scALE:3c'=r-a @ GARAGE 3 CORNER BARS DETAIL DOOR OPENING q SCALE' 3/4"=1'-0" SCALE: 3/4"=1'-a' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W PLAN LAP TO OCCUR OVER STUD OF WALL W/PUW 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SYP No 2 STUDS SEE Lx No 2 STUDS SEE PLANS FOR SECURE BT. PLATETOSLABVJ/ PLANS FOR SPACING, SINGLE 2" CAPPED d y NEW REINF_ BAR SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. GALVANIZED PIPE O a SECURED W/2-PART TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE BASE � d g EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16' OC SLAB W/70d MASONRY Q w UNO LISP SPTH4 OR SPTHB BTM MAY, NAIL i6" O/C STAGGERED. ADDITIONAL METAL 4 S p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ CONNECTORS NOT coPECIFICATIONS FOR tOd x 1 1/2" COMMON NAILS REQUIRED WHEN NO USE AND H co FILL ALL HOLES, DO NOT USE UPLIFT IS PRESENT. SECURE FLANTO GE PREPARATION OF v 10d x 3" W W SLAB W10) 1/4" X 2 1W HOLE. Z tt SEE SLAB SCHEDULE ¢ SLAB SCHEDULE TAPCONS w Q ix FEE a -a TOP OF SLAB TOP OF SLAB 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) . • : : 4i • Aii EQ. EQ. SEE SCHEDULE I, EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY BOLLARD ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 7 SCALE: 3/4"=1'-01' (W/ UPLIFT) SCALE:34"=1'-0 (NO UPLIFT) 6 scALE' aa'=r-a' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING INGROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT. O } PROVIDE DBL. TOP PLATE SLAB W/tOtl MASONRY NAIL t 16" O/C STAGGERED. Q ADDITIONALMETAL m U CONNECTORSNOT v d REQUIRED WHEN NO UPLIFT IS PRESENT. K to O 8" CMU WALL p POURED LINTEL COW -(NP.) 8" CMU FILLED CELL (TYP.) ,- TOP OF SlA6 SEE SLAB SCHEDULE .:D,. I. 2X WALL FRAMING «_ a' -a SEE SLAB SCHEDULE ` 1/2" DIA. USP 72508D BOLTS 5" TOP OF SLAB .'ae "...�+- Z ? a "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND b.I CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX �, • 5� POURED MONOLITHICALLY WTH J .-•? FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE .^ /FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 SCALE:3/4"=1'_a' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-01' A N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigpgrouP.w AA #: 0003325 °n Q W Will aunDiv a• r or SILVERADO LOT #21 BLK #7ECT PROJ 04128.002-21071 MODZIA 4ENB "1751-NEUVILLE" GARAGE STUNG: LEFT PACE: DETAILS 50 MPH EXP. 50 D TM 06/04/19 SCALE: 1/4"=1'-0" allEw S1.1A DOWEL PLAN SCALE: 1/4' = I' 0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w .abdesWWoup.wm AA N: 0003325 d1 � -LL j SXMDIV, & IAT: SILVERADO LOT #21 BLK #7 Pito"=T#1 04128.002-21071 acoaar;. 4ENB 1751- NEUVILLE" owiewc►a awtxo: LEFT PAGffi: DOWEL PLAN 50 MPH EXP. Pj ARC gTMT- ROLMD A. ABOUCHAM L AR NO 9VM wT� DATI P 06/04/19 SCALE: 1/4"=1'-0" aaEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK -GROUTED BOND BEAM M�Mmm� ml 1s PER CLEAN OUT REQUIRED FOR INSPECTION - 0'-0' FIN FLR. .p '•' • TIE ERTICALREBAR c� 'a ! TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 148 BAR CIA Z W #3 `s #4 O U #5 H #7 HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-0' _ #5 BARS a----'"'kkkk 4 Hill- C.0 UNIT DIMENSIONS O y ARE NOMINAL SIZES 0/ MASONRY SYMBOLS 3 SCALE: 1441 N. RONALD REAGAN BLVD. L0NGW00D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abde W*roup.com AA #: 0003325 6 d) � F 0 3 0J It C V IL avnDiv. a Lor SILVERADO LOT #21 BLK #7 PROJIDCT 04128.001-21071 KoDzu 4ENB "1751- NEUVILLE" GAiewo$ BWMW , LEFT PACE: DETAILS 50 MPH EXP. Bj DA08/04/19 scALE: 1/4"=1'-0" spfm:= S1.2A �11I• RI;H►1010K 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. UNTELS 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 REVIEWAND 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. HEADER SCHEDULE MARK c*,RmpnON REMARK O (2) 2X8 BEAM SCHEDULE 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.=THRWGHWT MARK DESCRIPTION (psi) w ZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB7 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS tM�GBaS SAFE LOAD - POUNDS PER LINEAR FOOT SAPS AD �"— SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH R M%ft sans naa ~B M%ft ~6 iaa wwo same VP a rAm sane spasm V=46 TYPE LENGTH an M RC,1� TYPE LENGTH avert ,Po#T oPta4T vim ensn swan aFwtT nosy s2441 WAm otsart nasl sasrt N=w a4" (42'1 PRECAST 2281 0= a1w ow ow ow ow ,Mm (4Z7 PRECAST 1028 t07t 169a 3'4' (4r) PRECAST MM 21M as 43" ew ma Im, M42m mM M? an "m "m8'4' ISIIII am as 4111116 m ow 7m, 4'4' Hag PRECAST 1966 2on Mam 4m ON 7W ow (4r) FREGST 785 753 1300 4d (41n PRECAST I= elm MaM 4M Ma mM 2w 4" MM 7w MN ,MM I1m ,tm 2w ai aM 490 m am 4'4' 64 PRECAST I� I M 21w Lot SM 4Mmm Mal /'6 (6P) PRECAST 67! 681 10n 4'4P ( T Iw 2010 2w Aire IS mt will am 43M 6113 76t7 MR 11=4 1faM taw 20M 2w MM 4m 471, we B4" (a4� PREfJI$f 1217 taw UM 1i 2m atm MM 4M S-C (BP) PRECAST 411 411 746 8-C (8n PRECAST us 1 22a aM6 m 2w 4m im aA m na ,ew ma atoll zm m• art 4m F-1P (70') PRECAST 1062 „m ,170 1M1 am 2M am 390 S-tT (In PRECAST 810 316 816 9t0` (M) W1EG18f w1 2m a10/ aM 41M tbt am Sato 71 � m tm 211110 is 1 UN I amo 1 4122 S4• (78Y PRECAST 608 sMt1n7 40111% mIy r4• (7a'1 PREGBT 507 21 490 r4' (76.1 PRECAST Imml aw oM+ em tomb 4w IM 211119 1 no 1 3M, 1 a/M r$ PRECAST 7b wl1 "a >m aM s m MM r4" On PRECMT 42a 04 369 r4" On PRECAST M. III MM Im aw aw ,a1 &m 1y taM Im am a2a m mb V-r 1 PRECAST C7 rl 864 1M 110 tm 2m 2w 21ro al¢ 44" (117) PRECAST 92! 812 280 S4" (112� PRECAST w 701 11 1m 21a 21m m Ms 1843 ssa4 am 41e6�4 moo. mt m 13U IMa 1oa 22M MM 1Qd (126') PRECAST 47s m m m Im art a1M aMo 1ad (12r) PRECAST 2B4 401 tab 10•4• (12� PRECAST m as 6M , 2H, 1m2 Im MM m 2M ago m6 im w2 tMl am am 1/'4' (18� PRECAST 8a2 m as I2r 1- 2w 2m 4m 11.4' t+3a9 PRECAST 1aD 462 184 11'-4• (ISM P(SCJ18T a4 m, m Im ,m 17M m m as 1s" 2m 21a 4m6 4M w lolly 1M2 ,ell tm6w mM Ira (t447 PRECAST sal m m UK IM1 2w 2116 mM il'-0' (144� PRECAST 244 102 1ST iz4r (1/4') PRECAST 4m 4M 771 m 1t / 1aM m s7a iaM 1m1 2tM s am ao ® on t>@ ,mmw ,„4. sn 194• (1807 PRECAST 286 m m IM6 Hz Im >sM m4M Ian• (lair) PRECAST 217 324 110 tar (16n PRECAST >1 M7 A6 MI 1 /2m ai 7n I wm ,� 4m6 a2w aw a 4m m I10 14 ,May Im tr4• Mn PRECAST T78 4m mMM /m w ma tom 1414• (/6n PRECAST 206 208 1 100 lr-W (18n PRECAST all all MD 19{ MI , tm 442 mI= I= ImT 2W Ma 410 4215 717 Im 1301.J IS02. M07 Ir4" (17" PRIMI ENED NR. w M w m w M AIR Ir4• (17r) PREURI ED NA 204 St W4• (170") PRb118?86® no 20 m m m m 92 m W. 130. m I ,tal , wa m MM 1m aaM 2w a71a 194' (181') PRESfRE88® NR NR M w M w w Alit 1" (IM PREaIRIMM N.R. 20 as lr a (bed FRS m a s a sm me o2/ m M. 1340. mi 140a. t ,ea 4a 710 =0 ,7M NO 2m 2113 Ir4' C10a'1 mmnE88E0 NA w w w Nt at I w NR 1r4- Mr) PRESIR6S810 MR 194 64 TT-r Wn PRESTO 1M m 41111 MI 740. m , 1M I -i M m m tea tm SO aow R�1 PRBS1 NA w w M 1R AIR M w 1"' Mn PREaRF� NR 1b 52 1ST Q� P tM 2a ao 4w 6" ow M1 m 4a 7m tm m wM Im 21V" (7867 PRCSIA 166 w m sm 4m was m M1 40m 12a • 21V'Mn PREFIFESIM N.R. w w w w Mt NR w C On PFSTREBM MR 125 42 maM m oM ttu tall an21 2z-0` (2a4'1 PR�'fREa� NR 11a b 224• (2841 PR8411a 7.9 le ,MA 977 am m m 7m 4M OM 645 ,Ow m 2z4" (26a") PRBSIIE8B97 N.R w w w w w m w tM all m 7m tea MM ,2r Ito /M m inn sa so am m IN we 4M w IS m 2C.W �7 PIM16 B® NR w w 1M w m w w 2P4' MM PROSI EUM N.R. W as 2P4• On PRE ,x m m mb wII 4m w m Ma 110 m oM M I= 2M , (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT RERAR. -ALLVAU2ESTAREN FRW WIFE LOAD TABLES' SV CASTCREM MAY2016 EORION-PRE)OAST PRODUCTS SY OTHERSTO AEETORE)LCEED VALUES STATED ABOVE -ALL PRECASTPHOMICTS ARE TO SE a1STALM PERAWAIFACRBIES SPECIFICATIONS-PROVIOE MNB61M4.OF SEARING PAST EACH SIDE OF VNIUM OPEtMa PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORA TION-CASTE�CRETE DMSION ACCEPTANCE #: 16-0126,03 LIFT BEAM PLAN SCALE: 1/4" = V-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abde lgngmup.wm L AA a: 0003325 a 0 Q i o O U IT stnwly 19 LOT., SILVERADO LOT #21 BLK #7 PROJECT212 04128.002-21071 MODELA 4ENB "1751-NEUVILLE" GARAGE sl/ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 50 MPH EXP. PRINT DATE: 06/04/19 .E2 8CAL1/4-=1'-0" B*IEET s2 C #5 ORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM W/ VERTICAL REBAR 10' HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP no" 1 i 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL �(L 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. pF 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` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18" jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 8. LINO COMPOSITE MASONRY BEAM IS 70 BE NOT LESS THAN 16" DEEP. � 8 PQy' � 8xi8 DBL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE ex8 BOND BEAM TOP OF 30" TYPICAL W/(1)#5 BAR .5BOND BEAM F = FILLED W! GROUT I A\ U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF 95•S, IN 2ND BOND BED, BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 SX8 PRE -CAST B 116-1T/1�/c LINTEL W(1)#5BAR ;L2E NOMINAL MASONRY CORNER LENG7HOFBAR=WIDTH OF g OPEN Q¢ HEIG T #OF#5'S,TOP BEAM DESIGNATION BOND BEAM COURSE OR REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-P IT IS THIS ENGINEER'S INTENT #5'S, BOTTOM 8x6 PRE -CAST CONCRETE THATXFXX-lT/1 M10B INDICATES A DOABLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li) REFER AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE-145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENiI SINGLE BOND BEAM 1/4") V' FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON 31 PRE CAST N OR DRIVE PIN (MIN SHANK WINDOW/ SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 114") 8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT Q 2.8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8'• FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN 2-12d PER BILK EA END EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16" OSB SHEATHING CMD WALL CORNER BARS 3 AT CORNER STEP SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL 5 SCALE: 3W=V-0' PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT REINF. BAR CONTINUES THROUGH LINTEL. I I I SINGLE #5 CORNER A 8 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR IN SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=, •-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 WwwabdesWigroup.com AA #: 0003325 , q � J F � W 7 V C 4 `Cf-� l7 C U IC V rtyBD31v. Ac LoT: SILVERADO LOT #21 BLK #7 PROJECT# 04128.002-21071 KODEL- 4ENB "1751-NEUVILLE" GARAGE 8WWO: LEFT PACE: DETAILS 50 MPH EXP. r ARCt#fECT ROLMD A ABOUb iAORA L AR NO 9VO A DATjM 08/04/19 SCALE: 1/4'=1'-O" SHEET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 12" HDG NAILS, FILL ALL HOLES, 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ' x 2 7/8" LONG, WITH WASHER @ 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 ALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 W mabdesWigroup.mm L AA M: 0003325 , W h dI 3 $ J � Q � H- MW WRo s a U a SLJ9DIV. 1c LOT: SILVERADO LOT #21 BLK #7 [PROJECTIO; 04128.002-21071 MODXX.: 4ENB "1751-NEUVILLE" GAliAGE SWING: LEFT PAGE: FRAMING PLAN 50 MPH EXP. I' ARC*ffrECT STATE OF FLORA ROLArD A ABOUCHAM L AR NO 93M J n � 08/04/19 SCALE: 1/4"=1'—O" SMEET s3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE a 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # 1175 UPLIFT USP "ROOFNUALL/FLOOR WITH (9) 10d x i 112' NAILS TO HTWM20 W/1010d TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE TRUSS ANDO x 21/4" FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 TXGX4'-0" CN TAPCONS TO CONT A-(I)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d POURED LINTEL 10d x 1 12" TO TRUSS. FL#176W AND OVER TRUSS (NOT NAILS, 2 ROWS, 3' CYC TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY # 1900 UPLIFT (2) USP 10d x i 1/2" TO TRUSS EA STRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR. HTWM20 INSTALLED ON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF OVER TRUSS (NOT SHOWN) FL#77880 BLOCK WALL W/10 t_ TO (A) USP LUGT2 W/ (5) l/4W' POWERS TRUSS AND (4) 1/4" x 2 1/4" lx2, 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TO TAPCONS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) POURED LINTELNT 2x SECURED W/ (3) "I (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4"x8" WEDGE BOLTS AND tx2 SECURED W/ tOd TRUSSES @ 24" OC, lx2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12, O/C FOR REVIEW 2x SECURED VN (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED ix2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 17 or SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TAP CONS MIN. 2' COVER 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1 b SCALE. y4.=,_o TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b SCALE Q GIRDER CONNECTOR(S) (2) 21 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) t2d EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 1 0dx12 HPG COMMON NAILS, 0'-0" TO 30'-0" (i) "X" BRACE SEAMS) ELEVATION EACH END TOTAL OF 10 30'-l" TO 60'-0 (3) W BRACE SECURE 2x8 PT. PLATE PER (i ) "X" BRACE @ CENTER TO BLK WI 12" DIA FLOOR 8•_0" (y1,q)( (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' GIRDER SEE PLAN FROM CENTER TO END, WASHER SET IN HIGH FOR LOCATION 2x WOOD FASCIAS STRENGTH EPDXY G' 7r SEE ARCHITECTURAL MIN. EMBED. AT 32 OC PER LEVATION IL ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TOd's PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/12d's " 9' STIFFBACK (AS PER O.C. MAX 518" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE TRUSS ENG) STRENGTH CLG. BOARD N PLAN FOR LOCATK7N ONT. 2x4 SECURED W/ SECURE TRUSS TO TOP PLATE .1 (2) i� �aFr- MAY NOT BE REQUIRED (2) tOd's 0 EACH TRUSS TO BE INSTALLEDa 16d TOENAILS 11-1 10'-0" O.C. MAX DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (20) 16d x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST SEE SCHEDULE FOR BOND BEAM REQ WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB 8TM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .°. 12" GNP. WL. BD, 1x4 BTM. CHORD END WALL OR OTHER ° • . BRACING 6-T O/C END TYPE CONDITION, IF • ' • • ° SECURAT ED W 10d COMMON DEPICTED SEE PLAN BLOCK WALL W/ GABLE END (2) NAILS CHORD BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: 3/4"=1'-O' ^ o °` GIRDER/WOOD POST CONNECTIONS INTERSECTION TYP SCALE 34"=1'-0 5 SCALE: 3/4"=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE scALE: (NO UPLIFT) G NOTCH DEPTH I/4'D OLE EDGE>5/8" USED SOLONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING 215-0 S0.. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES HOLE EDGE >5/S' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. 8TM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING NOT USED NOT USED 11 AND BORING LIMITS 8 scALE:1=rr =r=a' 9 10 SCALE:34"=1'0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmIgngmup.wm AA #: 0003325 , V E � a rlu � LL 3 �' .YXY(C • u C avnD:v all room SILVERADO LOT #21 BLK #7 PROJECT# 04128.002-21071 1HODEL: 4ENB "1751—NEUVILLE" LEFT PACE: DETAILS 50 MPH EXP. Bj r' ARCHr ECT I DaINT w 06/04/ 99 SCALE- 1/4"=1'-0" S1iEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'{P O.C. (AT WOOD PRE-ENTRUSS SHEATHING SEAMS) (BLOCK ING (G'DD O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK Wf TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH _ STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO Zx8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED — LINTEL COURSE CONT- 2x4 SECURED W/(2) 10ds @ EACH TRUSS TO BE INSTALLED @ 101-0" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL go 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdaaigngmup.mm L AA M: 0003325 d) F O 0 JK • E io ainmiv. AC LOT: SILVERADO LOT #21 BLK #7 PIWJWT# 04128.002-21071 moaaz. 4ENB "1751—NEUVILLE" GARAGE JYMNG: LEFT PAGE: DETAILS 50 MPH EXP. ROLMD A ABOUCRAM AR NO 93723 J DATM 08/04/19 11CALE: 1/4"=1'-O" araz= S3.1B q —EF-E!D f- I Hl— ROOF WIND DESIGN PRESSURES NET (G OSS) ASCE 7-10 ZONE 1 = 8.97 PSF (1957) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: *W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DNPHRA02M FOR ASPHALT SHINGLE ROOF, USE MIN 711T O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 CDX EXT. PLYWOOD, WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE Z A BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN_ DIA SHANK TENSILE STIR. SHANK Bd RING SHANK 2 lt2' 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SWANK 2 12' 0. 120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR 81EATHR10 USE 1YY' CDX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 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 ,. . Q JZ J (7 LL Y Z Z In U N O (0 ¢ U J Q . Z Z , 7 f7 Y N Z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING Z O o �3 m L BUILDING LENGTH x U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ENO FRAMING Sd RING SHANK GUN NAILS 6" O.C. IN FIELD' Bd RING SHANK GUN NAILS@ 12.O.C. IN FIELD or 8d x 2 lf2, SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O.C�tLJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31M. STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND E WO: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE DP0.c®TO EARfHORWEATFBt NONBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALLEXPOS®EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6th EDITION 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 NO. 2 OR BETTER Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROWDE 64IIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UDERALL SLAB&ONCAD(W WISE INDICATED ON ELASTICITY = 1,400,DDO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED NTH ADIESNETWE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOLAN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE LATH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LLIMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK, CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSK)rl3 FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRLOTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUTARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEWWS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-014-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANG ES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD ­orwrrent 10 psf BTM CHORD+tonconounent WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0.00, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" #5 BAR - 30" #7 BAR - 4Z' UNTREATED MOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SWILL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODENTOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTEDANOOD TRUSS CONSTRUCTION: AND "TPIANTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALFLATECONNECTED WOOD TRUSSES. R S MA UFACTURER PRO DE C TI 01 DO TIONA DEAD DS F THE RO F PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS ONO C CATS NG A 1 L LL R OR O T US S WITH GUSSETS, W LL VI AND VALLEY LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION INTERSECTIONS Of HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1882. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 Psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf 8TM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WHO UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pst WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED -10 API 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDAROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R20M EXPOSURE 8, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOpsf, UNINHABITABLE ATTIC WITH UNITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE' 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30pO, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 2DOpsf, GUARD IN -FILL COMPONENTS: 50Psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4DPO MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING RMEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5NTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE RENEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CbO, GRADE fm= 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY4IP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT AS C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SWILL BE "LISP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPEOFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MA%IMUW 3/8" CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG FOUNDATION SITE PREPARATION. FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Ixf, FOOTING TYPE "M' OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED As OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEERTO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 26 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- STRUCTURALTERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX OESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PfRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIRBABTS OF ACI 301 AND ASTM C-94 OR MEASURING, MXING, TRANSPORTING, EFC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX LNRL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THEE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE $HALL NOT BE PLACED. IT SHALL BETHE R6PoNSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH TIE ABOVE REQUIRED CONCRETE COVERAGE OVER P 3M SHALL WAS FOLLOWS A TFORCONCRETE CAST AGAINST AND PERMANENTLY DNOSED TO EARTH LFDIOATIDS) B FOR CONCRETE EXPOSED TO FIRTH ANDtMWEATFER 1-117 FOR #5 AND SMALLER 7 FOR W AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SAES, WALLS AND JOISTS 1-1W FOR BEAM AND COLL#AN PRIMARY REINFORCEMENT, TIES STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X SAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BV THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 kv. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVEUG. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH 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 AWLKAIIGN simTYPE REMARx3 A .—.N SIB rvPE ACING REMA— t•=��a CTC �E �� SEE DETNL SEE DETNL SEE DETIL SEE DET01 SGGPN..IXT DOOR9 tr T. SEE WTEB CASE HOROBJEDC L NNL 111�'LONG. WINDOWroOIXNfA3rB�ED INTO MASONRYroJlC. GMINGEDDORIAA"X TOMASGNRYICONC. SEEDETA4 SEE DETNL SEE DE-L 9EE OETNL wwooweLex ,. PT. sEENOTE3 casEwvm—cos NNL „`r LONc. wWDDw000srEAsm+® oMAsor«YrcoNc. METusTRAaro MABwRYrcoNc. CONTACT THIS ENGINEER REQUIREMENTS FOR SPACING EM. SWING GOOK BUCx2TPT,I1 NOTEB N])3/13'gA G1W910R 'TAP FABTNER ,80F „2'EMB®, III—WONdFARiNGY DIST.,IIII I.IT JOD TO CONIC. SLN3 EXPNJ9IXJ 1<„ a"EMBED. <"FIND WA3M6i DIST., 3"EDGEg3T. IT To ND. Elsrt III.sff A9iETt� AGGe:m NICTEEII NITFA 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 1 ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W TAPOONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX:407-774-4078 wwwAbdesigngroup.wm AA #: 0003325 �1j 10 J 0 y Q w w a 3 r SUHDIv. a LOT: SILVERAD0 LOT #21 BLK #7 1pn0jmT# 04128.002-21071 MODE7.: 4ENB "1751—NEUVILLE" GARAGZ SWING: LEFT PALM DETAILS 50 MPH EXP. R 06/04/191/4"=1'-WN1 I f-