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HomeMy WebLinkAbout6765 Wagon Trail St99 1672-4EAB-ARIA99 H M E S 12602 TELECOM [DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 WORK SHILL O�+�LY WITHi�H Fs CODES FI.ORIC3BUILDING '�A BUI MPLY R AILING NATIOf4AL ELECTPIC CODE,C®®E, AND rHE CITY OF ORDINANCES ZEPHyRHILLS CITY OF '�Ec _ ELF-IYRHILL �8 ►'LP,NS EXAPOINER i� • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL BTH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •10. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - VGit=150 MPH VaBa=116 MPH .EXPOSURE - B :I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ALTADI. AMP. BD. CL CAB. CLO. cLR. CGNC cPT. C.T. D. DBL. D.O. DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. EA. ELEV. EEX9. EAT. F.G1FX. F.O. FIN. FIR. FR DR FTG. GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. HOT. OR ITT :NTH LAV. LUM. M.C. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMICTILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR REN DOOR FOOTING GAUGE CARBAGwFAULT SAL GROUND -FAULT CIRCUIT.INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEIGHT I"NSSULATIION ERIOR LAVATORY LUMINOUS MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METALTHRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH PHONE PIT. PLATE PLYWD. PLYWOOD PR. PAR P.T. PRESSURETREATED R. RISER RAD. RADIUS R.A.C. RETURN AIR GRILL REP. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKEDETECTOROR S.H. SHEET HUNG sxT. SHEET SHTHG. SHEATHING SHWR. SHOWER SLM SIMILAR SL. GL. SLIDING GLASS STD. STANDARD S WS SHEAR WALL SECTION TEMP. TEMPERED GLASS TOC. THICK T.O.P. TOP OF PLATE T.O.S. TOP OFSLAB ON TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOP W. WASHER WJ WITH WD. WOOD WILL W. WTERHEATER W.I. WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG AIA—FLOOR PLAN DETAILS PG A2D—ELEVATION PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Di —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4O7B SG�.P 1. CAL[. S LIVING 1612 60. FT, GARAGE 432 SQ. FT. ENTRY 38 Sa FT. LANAI $p TOTAL. 2238 60, FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIJA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG 53.1 —D A S PG S3.1C—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS 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 B{ LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngrouP•com L AA #'. 0003325 a 4 eF G 9 SvsDIV. & LOT: S ILVERADO LOT 2 BLK 12 P1iOJECT# 04128.001-02121 MODEL• 4EAB "1672-ARIA" GARAGE 31WMG: RIGHT PAGE: COVER SHEET Au10 L_ AR NO 93723 PtINT 08/16/18 CAIM: 1/4"=1'-O" IiEETT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF Y- D" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITHIA' 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 P30D5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. Y-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. 144i N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774A078 www.abdosigngroup.com L AA N: 0003325 �0. q m 0 0 a DATE: 08/16/18 scALm: 1/4"=1'-O" S1iEET GN RT=7Q1 �090 0 oIINNi111oi �oIINNNNNNNNNNNNNIo �oI1NNNNNI 0 - s - - � i � pit 'll - ,� - - JINNNNIO ipIgNNNI� r � - - i 1 • �" - - 1 W ME a - - 0 - - r -�LAUN.- i ® i1 i ATTIC Ii 15OLLARDY A ® e CODE WAGE - 70 ml In ENTRY • - - - - - - - �INN11°I �NI(o _ - oI1Nllo�iilol�NNpNp� 1°IINNi� o11Nlf I� SQ.FT. CAM'S LIVING 1612 SO. FT. GARAGE 432 SO. FT. ENTRY 38 So. FT. LANAI S6 Sa FT. TOTAL 2238 50.FT. f/J�'lyJ9LS COW018Q AND CtJD01pIMC LOADS RANG MO EITOOM FOB 812001C (IM _ IYYE ZqE te0ilNIIIDQIO IBWKB NDMID IPE 1' III MIN. WINDOW t0 y 24/-33 CRITERIA EXTERIOR SWING 16 S 24/-31 DR MIN. CRITERIA SGD. MIN. 41 S 23/-29 CRITERIA 160'10 O.HD. 112 S 20A/-22.1 BASIC WIND SPEED MPH = 150 (Vu10) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMMI]AlEONS FLOOR PLAN SCALE: 1/4' . I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EMIPI ED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM' IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, 1441 Ni RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 4 Dw 08/16/18 SCALE: 1/4"=1'-O" SHEET Al Al DBL, TOP PLATE 0 �n BAR (-A )DETAIL 9CALE� 1/4'•I'-0' ARCH DTL. B SCALE, 1/2 • 1'-0• 1441 N. RONALD REAOAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdoslgngroup.00m AA k: 0003325 y 0 c 9 N W f 00 S BLTHDIV. d4 I.OT: SILVERADO LOT 2 BLK 12 PROJECT# 04128.001-02121 MODEL 4EAB "1672-ARIA" GARAGE BWING: RIGHT PAGE: FLOOR PLAN DETAILS AR NO 93723 rp.INT 'I D' ATM* 08/16/18 SCALE: 1/4"=1'-O" SHEET A1A —_--------------_o'/-IS'-S' BLDG. I-GT. EQ. EQ. FYPON LV12X24 OR ECUIVALENT .0 SHINGLE ROOF i j— 6 ^� t A 4 1 b' RAISED WA I �B SAND (TYP.) 8'-S' BRG. HGT.h _ WA—GJ`--- 8'-8' BRG. HGT. FYPON EKTALE COACH LIGHT EQUIVVALENTT A S I 10 m T� a 9 4' RAISEDTyp BAND MP.) I a m n n 0'-11' IN. FLR ( I 0'-0' FIN. FLR77 FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103A OFF RIDGE vENT ORS RIDGE VENT I�b A TYP.I I I� 0'-0' FIN. FLR. V-S' ERG, HGT.j, AREA OF ATTIC = 2235 SO, Fr. NET FREE VENTILATION AREA RECMRED = 11300 REQUIRED VENTILATION AREA = 2235/300 7.45 VENTILATION AREA X SO, INCHES PER FT. (144) IM.8 SO, IN. MIN. REQUIREDVENTIIATION = .SX I073.8 IN UPPER PORTION OF ATTIC S36A SQ. IN. OFF RIDGEVENTIIATION AREA = 115 SO, IN. FERVENT 538./115 TOTAL#OF VENTS REQUIRED 4..: rOTAL#OF VENTS PROVIDED = 5 'AREAOF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO D(TERIGROF WAU, NO OVERHANGS INCLUDED S'-S' BRG. HGT. _ OFF RIDGE T \�3 b ■ ■ INS INS RII.�lilfc7f.7�, - REAR ELEVATION SCALE= 1/4 . I'-0' TEXTURED FINISH 0'-0• FIN. FLR ------------- --------------------------- ---- MIN. D LEFT ELEVATION SCALE: 1/4 . I'-V' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT 12 b RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.00m AA N: 0003326 h 0 C a I N i O 9L79DIV. ae LOOT SILVERADO LOT 2 BLK 12 PROJECT# 04128.001-02121 MoDEL.• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELEVATION I'D" 150 MPH EXP. B 8TATE OF FLONDA, A. ABOUCHACRA BpCAND AR NO 93723 , D 08/16/18 SCALE: 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND SYM. DESCRIPTION dN TANDARD SWITCH_ --WAY SWITCH -WAY WTC 4 y� R"R SWITCH HD BUTTON ISCONNECT T fTHERMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE =(b 10V DUPLEX RECEPTACLE (EQUIPPED TN GROUND FAULT TERUPTER/TMIPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET IIIRED TO SWITCH) EXTERIOR WATERPROOr/wI RECEPTACLE (GROUND FAULT OV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE ;ONNECTOR) FO ALL MOUNTED LIGHT (LING MOUNTED LIGHT Oiii�DENT LIGHT LIGHT CONCE PRE-W11RE i AN WITH LIGHT (I CRI PER SQ FT.) Kiwi. LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN �LJNDER CABINET LIGHT ® k4' PLUORESCENT LIGHT (RECESSED) m ',c4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) . x O '88 LIGHT • CESS LIGHT (VAPOR PROOF) ILNG MOUNTED LIGHT WITH J-BOX OPT. PAN LECTRICAL P L (FIELD VERIFY OCATION) CTRI METER (FIELD VERIFY FQ -BOX (WALL MOUNTED) 0 -BOX (CEILING MOUNTED) (LING MOUNTED FAN 0 T FAN N CRI PER SQ- FT.) .4 E JACK 0 DETECTOR (CEILING MOUNTED) ® WIDE DETECTOR IMES ® JACK -rc PORT NOTE • LOCATION OF TV JACKS S PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INWA15ITA5LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GIFT • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • 15ATHROO'1 EXHAUST PAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TADLE MI501A OF; FflCR bnN EDITION (20Iy- • LAWDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRNG METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(15X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FDL- ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 20I1. Eath EDITION R4041 --------------- o CEILING PRE -WIRED I � MTO. LIGHT �, ,)CLG FAN I I TO BE NSTALLED,— — PROVIDE , , U-BOx FOR L' , \\ J OPT. FAN CLG Pma PAN GREAT ROOM \ 1 I BDRMJ \ FRE-WIRED 1 CLG FAN I I II II I II SWITCH IN CABINET KITCHEGF HOOD WIRE W/ OUTLET FOR FUTURE MICRO- ----- l I I I I II 1 i li 11 II 1 I � I I II I II / 9/ 7� I BDRM.# / �• \'/' •� PEs. FOR yam\ CHIMEt PRE -WIRED CLG FAN 01SPNUIT / PRE -WIRED CLG FAN LAUN• W.I.C. II i I I I i�Q iI GFI I — — GFI 0 O AF P.B. FOR 42' F. GARAGE 1 r — — — — DOOR /% \z— — — BOLLARD \\ WALL MOUNTED AS REQ' PIER LIGHT W/SWITCH IN Lam' \ ATTIC KEYLESS FIXTURE GFI CLG' 0. \ OUTLET IRRIGATION OUTLET • 1 48' AFF. SABAG i I / 1 � 1 I 1\ENTRY o \ o -COAC LIGHT ELECTRICAL PLAN SCALE! 1/4' . I'-0' WP Panel MAIN - A PANEL: e110"W. b-- VOLTAGE: IM/210V-1Ph MAIN: IN Amp M.C.B FEEDER: 3 E1 Cu THVN i 1-06 Cu (0) M 117 C. OR 3. OM AL TM/N A 1.06 Cu (G) in 11R-C. >a R.<aN.e. GFI.r,uG 11w x xB moel,a Rama ,Boo s°: e seea ccu-I 3o z wB PALL - A PANEL 42-b—W VOLTAGE:,20)240V-,Ph 11AIN:1EOAmp M.L.O. FEEDER:& ICuT 61-e0Cd(G)In 11P C. OR}PWALT 61-N0Cu(G)In 11/7C. ./F11. B1W30B0 Re,gra S3B6 x1 x0 !roe OFI t�B 1B 1O RNir 0 i- / Ix i wwmow10 1x:1 mIS F+Ol+ eS6ODtlywn4 i1�0 ItBwoBB000 x,BB za i m MRAFC( Fx /,F<.LCNe( awnaerva �Y1. oB 5 1B NrI Ae Gl OmFpal rmruGcFi .cU 1- 11 . 11 .rcw w. Apwo 61 �a IB imo leptllon coMNa only x0 NI wB /B 1 u 6Dwe373Y AK A,ru1 wrr s RSA r Bus Al2p 6c/<• Laee.a n mm«a maa.�l 211. —d xlr,tl",ItlI«s /Im. .men or one: ABBREVIATIONS: APp: MC FAULTCRQIRNTERRUPTER NC: CONCDEFrt LOAD on: GROunD FNAi INTERRUPTER .e sugsolw mmene aamr 13180 1mB0�Rtl+0011 tOBro ev INm LOAD CA.CULATWK IS BASED ON ABC NON -COINCIDENT LOAD raw LoeB weds Ampa1B'etla/11B,aINl Ge'-w Uandg A Rw mds Lp n c sBuen F.tl ieT2 LU 6 Rot 3w/6¢Ft 601e 1 wesm eti0 as R.<cw.ne soe, ■ METER FIELD 150 AMP ELECTRICAL RISER VERIFY LOC- NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR r tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THUJ UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE W AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 ►2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 510. PROVIDE 302/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THIN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 00MBINATION SERVICE DISCONNECT SWITCH AND 150 AMP 120/240 VOLT 0 ELECTRIC METER IN I PHASE NEMA 311t ENCLOSURE MLO PANEL 150A/2P MC15 TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 e4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE POOR 6tH EDITION (2011). 5/8" DIA x 8 FT LONG COPPER CLAD GROUND ROD 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www. a bdeeign grou p.00m ` AA B: 0003325 J amx�s DptmT AAM 08/16/18 SCALE: 1/4"=1'-O" 8*=T E1 -•• O O ---------------- 0 I II I I II I II I II �n I II I II II O O O v O O II I I IIII • OIO� � I • W I J — I o I l I• 0 II a -- II � II jl �� a 2' V.T.R. 2. KITCHEN L I I �-I 1/2' AUTO VENT I I OND � I 1 2' V.T.R. I IR' I/2' — — CE i li � TUD I I I � — — — — — � I I/2• I I LAv I I/2' 2. 3 3. WASHER 4'-8' 2'-9' I LAV. LAY. Tulb I --- 3 SIAM I m0 TO CA. MAIN 3 4' PLUMBING RISER 0 0 0 - PLUMBING PLAN — SCALE. 1/4 . I'-0' 1441 N. RONALD REAGAN 811 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 h 0 0 a tr. 'InA�-x W ZO K DluxT A 08/16/ 88 SCALE: 1/4"=1'-0" SHEET P1 �2 MECHANICAL PLAN SCALE: 1/4 • 1'-V 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 9U13DIV. da LOT: SILVERADO LOT 2 BLK 12 PROJECT► 04128.001-02121 MODEL: 4EAB "1672-ARIA" GARAGE SVII1JG: RIGHT PAGE: MECHANICAL PLAN DAR 08/16/18 SCALE: 1/4"=1'-0" B*KEET M1 pER SLR 2X4 TOP PLATE PLAN 1/2' CLG. BOARD 1/2' DRYWALL FIN. RR PRE-FAS TRUSS 2X4 WOOD STIRS 024' or - SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-C' FIeep AS$ SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' OAS. SHEATHING OR }' CDx PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND—V— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 1'_m• TYP. O.H. 5/6' GYPSUM B< OR 1/2' HIGH STRENGTH CLG, BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. a' cm 1/2, GYP, WL. BD. - WOOD BASE — W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.11 ON OAS. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE 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 a B� TYPWALL SECTION N- O OPENING HQI_ PER SECTION SOD.1.1 - FOR ROOF A l—STORY HIP BLOCK WALL (2)SLOPES LAYER2:12 UNDERLAYMENTTOLESSTHAN 4SYSTEM:12, 1 SCALE, 3/4'.r-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 e�wluc a,o auL w � Y P.c ew.a roR sw w ati N' OTP. tll. aD. a = MA. 2 GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON k O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VY naIQC 2 COAT - PORTLMD CPiiT PLAOTM APLaID 0"Immy TO I'MaNwr PRODUCT sPPR = RM a GARAGE DOOR JAMBS 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL FRIGHTS PER STRUCTURAL DETAILS PRE -ENG, WD. TRUSS CONT. 2x RAT RAJ SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/9' GYPSUM BOARD OR 1/21 HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT 1/2' GYP. a. BD. PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,L e < a a' cm as D TO PILL P!R 4. Fla ROD FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OAS. SHEATHING OR }• COX PLYWOOD SECURED PER m FASTENER SCHEDULE TYP, MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS ,VENTED SOPFIT \--PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5F.—M 0'-0' FIN. FLR a � ' a a W/ WINDOW OPENING n__TYP. WALL SECTION `.l NO OPENING 6 l—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.['-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 0 N W X 0 x L J SU131DIV. & LOT SILVERADO LOT 2 BLK 12 PROJECT* 04128.001-02121 MODEL. 4EAB "1672—ARIA" GARAGE STNIIQG: RIGHT PAGE: DETAILS �rl `1-L4 "' DATE., 08/16/18 SCALE: 1/4"=1'-0" SHEET D1 MIN. TO OLK W( (2))S'X9' A -DOLTS 4' EHOEDMENT MIN, U"R AND MIT SPACED EVENLY FROM FLOOR TO 0 SECURE 2x4 ON RAT TO SIX W/ CUT NAILS. SIDES, 2X6 GARAGE DOOR DUCK W/ (5) IN JS'X6' A -SOUS 4' E'MIP ENT MIN W/ 2'X2'X% WAGNER AND NUT SPACED EVENLY PROM FLOOR TO GARAGE DOOR HIM IN JOHM PRIOR TO PILLING. 1-2X6 PT OLOGK 6 CENTER OF A DOOR HEADER WKV)S'X6' J-DOLTS 4' EMDEDMENT W/ 2'X2'XX' WAS1 ER AND NUT. ❑ I,GLL NNCFIORS L IM IN AC.CORDMICE TO 1 IN r MMAPACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (I)BUCK ATTACHMENT euuvr.�e 8' CMMI V DRYWALL I'X4' OR 1'X2' P.T. NAILER IIx4 P.T. OR %'X4' MIN. SECURE THRU FRAME tY♦ EXTEND I-' INTO BLOCK W/ �l(s' TAPCONS /MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END t IS' O,C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 qA WINDOW TO BLACK +3/4 OR +5/4 " SCALE: N.T . 2X4,m SECURE TO BLOCK W/ Y6' TAPCONS OR (MIN. SHANK SIZE A45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END t 18' O.G. MAX SPACING. 2xb:m SECURE TO BLOCK W/2-W,' TAPCONS(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t S, CM 18' O.C. MAX SPACING. DRY 2X8,tm ❑ I'X4. OR SECURE TO BLOCK W/2-i(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7?0�O�O�ftMIN. El-BEDMENT IY4JAT'�+ WITHIN 8' OF EACH END t WALL I'X2' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER /4 MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4 ) DOOR JAMB TO BLOCK +1-1 2' TNMW TO " SCALE, N.Tb. BLACK +1-1 ' 2x4m SECURE TO BLOCK W/ �(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN W OF EACH END t NOTE: STRUCTURAL. 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE • 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Va' NON-STRUCTURAL TAPCONS TAPC0N MIN. I-Ys' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 5, cm MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8' OF EACH END 1 18' OZ. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8,m SECl1RE TO BLOCK W/2-% ��Y.'O.SJB . X 4' MIN. TAPCCNS NG(MIN. SHANK SIZE.145 MIN. HEAD SIZE 300 JAMB OR WINDOWMIN. EMBEDMENT I Y4) H TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/)�" 1LINDOB TO. BLACK +1-15/ 8 " SC E, N.Tb. 2X4,m SECURE TO BLOCK W/ VW TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X B' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-W.' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIt,L EMBEDMENT I Y49 8' cm WITHIN 8' OF EACH END t DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER SEAPOsa SECU2XSRE BLOCK W!1 °)- CASING ON80 [DOOR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTACH TO 2x PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 10' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAM® TO BLACK +2 ��4" in1 ARdDOB TO BLOCK +2 1/4" i' E, KT . 2X4m SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MOBS BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE BLOCK W/2-6'NON-STRUCTURAL VTAPCON MIN. I-Y4 (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK. MIN, HEAD 812E 300 . CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END t �/-:%4' OR 1'X2' P.T. NAILER 18' O,C, MAX SPACING. ❑ 2XSm SECURE TO BLOCK W/2-3(6' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. wn rn m rr®sD ro nus � roe xer oc7D/:v DOOR JAMB TO BLACK +3" F' WINDOW TO BLOCK +3" E, N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 10' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS(MIN. SHANK SIZE TAPCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t 8. CMU J(2' DRYWALL 2X8,® O.C. MAX BPAGING. ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t b' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F SCALE, N.Tb. 2X4m SECURE TO BLOCK W /4, TAPCONB(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2Xe:m NON-STRUCTURAL Y*' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I Y4 TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK I45 MIN. HEAD SIZE 30011/4'36' 8, CMU MIN. EMBEDMENT IY4)DRYWALL WITHIN 8' OF EACH END 18' 00. MAX SPACING.X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/I ObA. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45DOOR CASINGMIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER IS' OZ. MAX SPACING.MANUFACTURES DETAILS. xrn6, w, r rrspso ro rtus JrO roo xm � 1F) DOOR JAMB TO BLACK +3-7/18" WINDOW TO BLACK +3-7 18" G SCALE, N.Tb. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14") WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK W/1-I/4- NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE A45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8, cm WITHIN 8' OF EACH END t Yj' DRYWALL IS' O.C. MAX SPACING. ❑ 1'X4' OR 1'X2' P.T. NAILER 2X8=o SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END < rTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" WINDOF 10 BLACK +3 3/4" " SCALE, N.T . 1441 N. RONALD REAGAN SL LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdosigngroup.com L AA M: 0003326 V 0 C F a DAT ., 08/16/18 SCALE: 1/4"=1'-0" SiiEET D2 PRODUCT APPROVAL LISTING EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 FL 4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 15BA CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/13/2018 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.00m AA N: 0003325 anm�, DATA 08/16/18 BCAM 1/4"=1'-0" BH2r D3 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 9• O.C. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL. JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %* LEG MAY BE USED TO TE-IP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO ISE SPACED-7 • 1' O.C. MAX VERTICALLY / J TMIC R3 COAT CEMENT WRB LAYER •2. FORTI RIM BUILDING PAPER APPROVED METAL LATH FASTENED FT• (VERTJ OG. MAX AT SUPPORTS WINS LAYER of STUCCO WRAP LATH SHALL NOT _- ..._ BE CONTINUOUS not b' ��-- GH THROUCONTROL JOINTS BUT SHALL - BE STOPPED AND TIED AT EACH SIDE. PROVIDE PER ASTM CID63 'I)01A AT MAXVCLOCKING PLACED FLAT MAX 6' TO N' \ FROM CONTROL JOW WHEN CONTROL JOINT FALLS ON MOTM STRUCTURAL STUD 4 FASTENERS FOR LATH TO BE NAILS 0-- STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE No. 16) 0o41b' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIT \ TO WALL STUDS REQUIRED PER PLAN _ono OLTCLD kaWO -PT,♦ OL TA MuaRD PT.. A 2. WAN•n.5 a cRDAN • PT. C IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES OW EOA& a naAP 2i. 6CATNML MECHYDC4LT PASTM 4- OG. r1AX OI. POLO MULE . PT. A L WAN - Pr. 0 rain 4b ® L TOLo Muw . Pc A 2. 01MM • PT, S ). WAN. PT.0 L RD.D FT. C 0.m Pr. 6 TRJ. IM.O TOIIOHM w Y, aoftOM RA'°' SATIN(! TWHT 61114. Tq.p, oa wa Co. j' THICK, 3 COAT CEMENT PLASTER TRTAm W. 2 COAT CNMRNT PL4Tm (cm WRD LAYER -2, FOIRTPIEER BUILDING PAPER mm," QLY) WRB LAYER % STUCCO WRAP(FMA'E OLT) NOTE, APPROVED BUILDING URAP SHALL fbE LAPPED A MINIMUM CP 6' • VERTICAL LAPS (ROLL ENDS) 4 6' - HORIZONTAL LAPS. ALL SEAMS NEED TO ISIR TAPED WITH PORTBSHATHG TAPE \\ET4LAM/ LATH VERTICAL LAP TO ISE P METAL LATH WRB LATER R, STUCCO WRAP b' MM PAPER LAP aELO 1 Y / WRB LATER o2, rORTIPIBER \ BUILDING PAPER ro-VAPER LAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES j' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTPIBER BUILDING PAPER WRB LAYER -I, STUCCO WRAP ..� VERTICAL & PAPER LATH DETAIL WOOD STUDS NOTE�eH"THING $DEI LAPS OF METAL PLASTER BASES SHALL OR T/16• aP SHEATHING SYSTEM (INSTALLED PER ML4 a r. SPROW ISE SECURED TO BUILDING FRAMING MEMBERS. PAPER LAP THEY SHALL SEE TIED BETIDE@! SUPPORTS WITH 0.0418-N (121-MIN) STUCCO K' LAP .LAM WIRE AT NTAWAL6 NOT 2• Lar •PAPER MORE THAN S. (22S-MM). AS PER AbTM C063 1.61 ® KIC KO UT "REPAIR OF TEAM HORIZONTAL LATH IN LAYERS, TEAM RS DETAIL BE P & PAPER DETAIL PE W Wh10E WRAP RAP TAM PER MANUF. SPEC. OR PEEL 4 STICK AMM, STOP SLY) E CR cm U." MAP" b • our RJpNIMS (NE d A WOW TIGHT N4 (BOO OR DOLCER OO Mor OTT) aQ� MlX4bR" AubOTTQ ROOF . aHLt wtauEcrcm 11I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WRS LAYER "I, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT tt` " PLASTER(FRAME), 1/2' 2 COAT C.' CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFAIIALL SCREED z VX5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES O"L" FLASHING N.T.S. o�ER - ---- l�- a• 1. OR LESS PIPE r l PENETRATION CUT AND OVERLAP ONE SIDE OF BELF•ADHERING MEMBRANE —.—� FLASHING STEP Of INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — RE4IRCD TO SECURE PIPE/ WIRE TO FRAMING :. -2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES iz� 6• i 4—WRAP6'.6'SELF-ADMIRING MEMBRANEIBLE u FLASHING (COMPATV HOUSE MATERIAL) OVER 4'.4' SELP-ADVIRING MENGRA E FLASHING OVER APPROVED FIOU6! ult, . c PLABIN o TO EXTEND ONTO PIPE CUT AID OVERLAP ONE SIDE OF ���p SELF -ADHERING MEMBRANE STEP FLASHING WRB LATER R, _-STUCCO WRAP �_- WRD LATER 9. FORTPIDER BUILDING PAPER METAL LATH 6'.b' SELF -ADHERING MIEMORANI /FLASHING OVER 4'.4' SELF-ApMERGNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FI AAYIN6 TD PYIl.FJ ONTO PIPE 4'.4' SELF-ADHERNNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. 0.da4NRNG TO EXTEND ONTO PIPE Ii' CONT. DEAD OF SEALANT INSTALL APPROVED HOWELLRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V, FINISH (bEE TYP WALL SECTION) PER SECTION RTM.7 EApTIrc IWINn RTM plallo Rf EzRrir use o1 P ftI d--t purr O WI wmply MM the Dppowbon rowi—nb of ASTM C /20L12A IubU.Iw I.deHcr IMfbprd I-ft shall WN ASTM C IM112A. LEGEND DRAINAGE PLANE (UJR5 LAYER '"1, STUCCO WRAP) UJR5 LAYER n (FORTIFI5ER SUILDINGa PAPER) METAL LATH X—X—X—X STUCCO UJCOD SHEATHINGx OR 1116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SELF-ADHE61VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-84l-sag, MIN. 2.5 1-56• PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdaBigngroup.com AA A 0003325 rn a V 0 a O F 9 . •t n � 08/16/18 scAxic: 1/4"=1'-0" 8HEZT WA1 NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I BACKER ROD INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 650JENCE OF FLASrNG TO BE, L BOTTOM. 2_ 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 DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Yi CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply With ASTM C 1063.12A. U1R6 LAYER ", STUCCO WRAP I L... X; !�� WOODED VENT `x. a' THICK, 3 COAT CEMENT PLASTER METAL LATH WR6 LAYER 4, FORTIFIBER BUILDINGS PAPER IUOOD SHEATHING DRYER VENT (FRAME) WOOD — =NSTUCTION (NDTALLED "R rWW $R15M.)OR WOOD SHEATHING UIRS LAYER ", STUCCO WRAP UM LAYER R, FORTIFIBER BUILDING PAPER —METAL LATH z � vlNn cAsnaG DEAD 6' RAISED BAND )6' TO JS MID -WALL uEEP SCREED 6' MON STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYWG Z FLASHING arow VENEER OVER 8CRATC4I COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-09, MIN, 2.5 LBS. PER $0, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP < SIDES FB DRYER VENT (BLOCK) BUILDING PAPER OVER •QUICK FLASH' i— — — — PIPE THROUGH WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'WICK FLASH' I/ I IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MAIIP. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER 5UILDING PAPER THICK, 3 COAT CEMENT Ya' TO Ya' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYEsLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION U)RB LAYER'(, STUCCO WRAP WOOD SHEATHING APPROVED HICUSEW¢AP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAt EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROViI SEALANT AT JOINTS AND INTERSECTIC WOOD CONSTRur-TION a• CM U 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUP. SPECS.) OR WOOD SHEATHMG LAYER 01,/ STUCCO UAQaP /-UM LAYER 02, FORTIPIBER OEM METAL LATH ve' FINISH • WOOD TEXTIAGED FASTEN TO WOOD STRUCTURAL MW IOER l' O.C. MAX WEEP SxCREEDWALL i� 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING. �`- FINISH • MASONIC(' HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHW-s SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 8' U,R5 LAYER 01, STUCCO WRAP CUT 'X'INTO �X SELF -ADHERING MEMBRANE FLASHING APPLY EL SF-ADHERNG I MEMBRANE FLASHING OVER BOX AND OVER APPROVED WZB LAYER STEP #1 STEP #2 7 t—� LAYER 01, r==il� STUCCO STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER AFROVED HOUSED RAP STEP #3 0 SELF-AD14ERIWa t� I IMEMBRANE FLASHING UIRB LAYER'2, FORTIFIBER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATW STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.a bd oeigngroup.corn AA M: 0003325 w h m O 0 BVHDIV- & LOT III SILVERADO LOT 2 BLK 12 PROJEC.r# 04128.001-02121 MODEX. 4EAB "1672—ARIA' GARAGE 19WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D ' 0a/16/16 SCALE: 1/4"=1'-0" EIHETE�TT ^ dd A2 WOOD SHEATHING EXT, WOOD FRAMED WALL WIRE,LAYER -4 STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER P1, POWIFI15ER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRH 3 COAT CEMENT V4' HAT CHANNEL J' THICK,PLASTER WEATHER 6 WIV TYPE 'X' DRYWALL M 6' OAF, • TOP OF WEEP SCREED WEATHER RE618TIVE " TO SHEATHING BEHIND WEEP SCREED BARRIER 02 4' POSITIVE DRAM WOOD SHEATHING LLEEP SORFED k THICK, 3 COAT CEMENrf RIES PLASTER _ ' WIRE, LAYER'I, METAL LATH ' STUCCO WRAP WOOD SHEATHING THICK 3 COAT CEMENT PLASTER _ 6' SELF-ADHEREING ` AM66-WFU1C-Ta® CUSTOM c FLASHING WRAPPED ` • TOP WEEP SCREED EXTERIOR GRADE TO SHEAA THING BELOW DRY WALL k NICK COAT CEME STUCCO WRAP 4' POSITIVE DRAM PLASTERS WEEP SCREED r ram' ; VINYL CORNER BEAD - �' - , WRB LAYER 4, FORTIFIBER NO GAP IN FIELD VINYL CAST BEAD -- m I BUILDING PAPER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 6' SELF-ADHEREI J WRB LAYER M, FLASHING WRAPPED STUCCO WRAP �' •CORNER OF CANTILEVER AMICO AM66-WRUC-T8m I u �_ 4' POSITIVE DRAIN .__/ CAJSTOM CAST BEAD 1 / WEEP SCREED NSO &AP INHOiN FFIELARIFIGATION of NOTE: @pAANUTILEVER DRIP SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE CASING BEAD INSTALLED, PLEASE SEE 10A DTL.® CANT. MANUFACTURERS INSTALLATION PROCEDURES LEG E ND SCALE, I I/2'•I'-O' NOTE: DRAINAGE PLANE (WR5 LATER "I, STUCCO WRAP) METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-O'B, MIN. 2.5 L56. WRB LAYER #2 (FORTIFIBER - - - - PER SQ. YARD (UTILITY OR NOMINAL 5UILDING PAPER) LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x STUCCO ' NOTE: IF ZIP SHEA ING SY IS WOOD CONSTRICTION INSTALLED, PEASE MAINUFACTu INSTALLATI R8I PROLE RES WEATHER RESISTIVE I BARRIERM WOOD SHEATHINGS HATRESILI NT OR TAL ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) VINYL CASING, BEAD BARRIER ' SELF-ADF-}ESIYE FLASHING; J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH FINISHW/TEXRED PAINTED FINISH W W �pT mT.1 i Y�N��N,�BF }' THICK 3 COAT CEMENT C T ZADER ePaee� PLASTER VINYL CASING BEAD No GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION IF ZIP SHEAITHING S-fSTEM IS 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WOOD C0NSTMCITON -WEATHER RESISTIVE BARRIER'I -WEATHER RESISTIVE BARRIER 4 i' THICK 3 COAT CEMENT PLASTER METAL LATH rltl/TALM-PMR.11AMP. 6FEC6.) SEPARATE ACCESSORII @DRIP F,DGE INSTALLATION 3' X 3126 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL STICK) ._� SET IN FULL BED OF 6' PEEL 1 SEALANTA' MIN. STICK a DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Ys' GAP FOR BACKER I NXI -i P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL s f `: BARRIER "I STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER #2 CANTILEVER 6' PEEL + STICK • DECK MEMBRASNE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA. GALV. METAL DRIP EDGE - — - SET IN FULL BED OF I K'XI 'V4 P.T. OR SIMULATE SEALANT, K' MIN WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX )4"GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL PEEL 4 STICK) STICK) WRAPPED FR011 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH 'TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER 'I WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER -2 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEM5ER J' THICK, 3 COAT CEMENT PLASTER 2 1/2" CORNER BEAD FASTENED TO SHEATHING, I WRB LAYER M, STUCCO WRAP WOOD SHEATHING METAL LATH WREI LAYER I'Z, FORTIF15ER 5UILDING PAPER 14A CORNER BEAD ® FRAME 2 1/2" �— CORNER BEAD (FASTENER 4 SPACING ID 1' O.C.) CMU %t' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ONLY) 14B CORNER BEAD Ca? BLOCK COLUMN SHEATHING WEATHER RESISTIVE �. 06MMER -1 � RESISTIVE i 6' SAF. \ PEEL s BT`CK I Ya'x3' 'L' FLASHI FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GAL V. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF ROD A SEALANT SEALANT.$' MIN. - : I, SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD 1:: BARRIER 01 `16t ' WEATHER RESISTIVE WATER PROOFI � '' BARRIER'S LAYER (2 LAYER PEEL EXTERIOR COLUMN 4 STICK) �•� "�''i "'cim"� COLUMN SHEATHING WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 11 CONTINUOUS Yi GAP FOR SEALANT OPT BACKER ROD - 6' SAF. I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,K' MIN SPACE FROMt DRIP L WATER PROOFING let MODIFIED 9*Mt LAYER (2 LAYER PEEL3/4 RESILIESTICK) WRAPPED FROM HAT CHANNBALCONY DECK TO VINYL CASINGCANTILEVER i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'x' DRYMETAL LATH W/TEXTURED 4 PAIWppp SHEATHIt•KaFINISHJ' THICK 3 COAT C4'POSITIVE DRAMPLASTERWEEPSCREED VINYL CORNER OWN FOR CLARIFICATION OFVINYL CABMG BARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN /W/"T" rT AcuTRT!`N WRB LAYER "2, FORTIFIBER BUILDING PAPER----, METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHINCs (TIf t� i r WINDOW FLANGE WRB LAY EUILDING METAL LATH J' THICK, 3 COAT CEP PLASTER 6'SELF-ADHERING FLASHING NOTE, IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHINGS ?' = WREs LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER ' BUILDING PAPER ' METAL LATH (EXPLODED i ' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP —�- WINDOW FLANGE _LL 1`JB CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407.7744078 www.abdosigngroup.com AA M: 0003325 J N O A pan-rr D1w 08/16/18 SCALE: 1/4"=1'-0" 81-MET WA3 WOOD 514EATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER 5UILDING PAPER � METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING-� FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE NOTE IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES r-WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING PAPER METAL LATH (EXPLODED a' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYE STUCCO Ull VINYL AN WIRE, LAYE BUff-DING I METAL L A- J' THICK, 3 PLASTER &'SELF -A FLASHING WINDOW FLANGE CASING BEAD @) WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Y: GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER ® STUCCO TO SIDING TRANSITION SIDING WOOD SHEATHING STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER r2, FORTIF15ER DUILDING PAPER WOOD SHEATHING WR15 LAYER "I, STUCCO WRAP \— CASING BEAD &' SELF -ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD COI.) PWCTION BEYOND WOOD SHEATHING — WEATHER "616TIvE RAWER , WEATHER RESISTIVE - BARRIER 9 Wl T Y: LAP BIDING W ADHERING MIL STARTER STRIP 0 oi�o l;m I°1 w I. �PAL•A9HRJGADHERI11G 6 SAaSISTIVE D� THM IIMISTIVE y PLAGHM DHERMG GALVV METAL ,JW OR / Y• x m• SInwATED wommw nan neneEla \ ING / OR APPROVEM KSEALANT CASINS SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) { WRB LAYER "l,WOOD BEYOND "'�`TICIN STUCCO WRAF _ URATHER a- 4�­] >' - . SAIRRIER -q -. WEATHER RESISTIVE - BARRIER 7 WRB LAYER 02, FORTIF15ER X"E'lgL SIDMC BUILDING PAPER R HCRING - METAL LATH STARTERSTRIPow- THICK, 3 COAT CEMENT C44-6 OR (EXPLODED" VIEW FPLASTER L��O +— CLARITY) CASING BEAD ® RAISED 1 7A BAND ( FRAME) SCALE: 1 1/2' = i'-0' ' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ........ .._........... _ _.... __. WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER1/\ DETAIL BELOW EXPLODED FOR CLARITY WEATHER RESISTIVE -t TO LAP 1RRIER MIN�ATOP t�'t WEATHER RESISTIVE BARRIER �W�TH� LL INGAL aft WEATHER RESISTIVE BARRIER -1 TO LAP &' MK ABOVE TOP I r FLaeHIw SACKER Js��AyDFEItl' NG ` \ 1 1 PLASHING Rom' N4T PLAOTTER� \1\ ', OR AAI�VED WA �THM MIR aSISTIVE ` . ' BAI MATHER RESISTIVE WEATHER RESISTIVE E-I BEAD VINri Cd BARRIER n RODE Pve SACKMSIDING TO STUCCO �TTH�aSISTIVE ® FRAME TO FRAME 19 TRANSITION Y4' GAP TYF THICK 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH .I WRB LAYER 02, FORTIF15ER BUILDING PAPER I WINDOW FRAME WOOD SHEATHING i i i I I WRB LAYER "I, STUCCO WRAP i I 6' WIDE PEEL 4 STICK OVER FLANGE ; WINDOW FLANGE i i 2X FRAMING E-Z BEAD VINYL CASING (W/3/e' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP ; BUILDING WRAP ----------------------------------------------------------------------------------------------= - EZ BEAD WINDOW CASING n LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR Vli• ZIP SHEATHING SYSTEM (INSTALLED PER MANUF.SPECS.) SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327E0 PH: 407.774.607E FAX: 407-774.407E www.abdosigngmup.com AA M: 0003325 r 14 w 0 a F n - •c D TM 08/18/18 S*I=T WA4 GUT HOUSES~ To," FOLD -I HOUSE TUCK F AT AS' ANGLE at HEA MODFIED 11, CUT I . � T+k IN NOU6lLLRA.P OLINEC PEINS FOLD HAT APPRO%= HOUSM~ OVER SMEATHMG OVM WD 6TUD ULALL 6LoP STEP 1 INSTALL 6' SELF-AONS RAOWMG C NAILING FL JAMES EXTE D FL P BELOW S FLEXIBLE F DO NOT SE RN ALIGN FLASHING W1 INT. MOM OF SILL RO. FEGLINICALLY FASTEN FANNED EDGES.(CAP NAILS, STAK") INSTALL OUPONT FLE>M WAP AS TF FLASHING, AT THE WRY %, NOM. ANTIMIOUS BE. F SEALANT AT AM" AND NEA WRY TO MAC IINDOW NAILING LANCE IN LIPS 'RE-FUdCNED IDLES OR SL01 AM ADPESIVE SXIBLE FLASON VER DRIP CAP ECTO-~ EOUV1 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS NOTE: IF ZIF SNEATNINCs SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS IN6TALLA710N PROCEDURES LL IT 18 THE CONTACTORS RE8P01,1610ILTY TO VERFY THE 02-VATIMI-ITY OF ALL PRODUCTS I NCLICNG HWSlWRAP, SEALANTS 4 SELF-AD1lRI G FL46NING MAIERIAL6 USED DURING CCN ST1a1 MK 1. INSTALL ALL MATEaAL6 PER MARFACTIMM WRITTEN SPECIFICATION6 UWANININ SEALANTS MAY REACT ADVERSELY F NOT CZMF-ATNUA CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK � IR SCHEME SHOWN SHALL ESE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW TTHE WINDOW OPENING RSEAL INTERIOR PERIMETER OF WINDOW WITH sEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAK 407-7744078 www.abdosigngmup.com AA#,.0003326 yxF N q� U V y c F 6VHDIV. & LOT: SILVERADO LOT 2 BLK 12 PROJECT# 04128.001-02121 MODEL: 4EAB "1672-ARIA" GARAGE 81"NG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING \ 2x6 SUS-BANb W/i'x4' NOTCH Q END, WRAPPED IN PEEL a STICK DRIP EDGE I\ 1/8' TEXTURED 1 FINISH is WOOD I `� 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP Ys' FROM STUCCO, 1' FROM WOOD WALL t EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \\ SUS SAND ONLY T/S' TEXTURED {I FINISH I WOOD, V2' TEXTURED FINISH • CMU 1 METAL LATH METAL FASCIA WRAPD SHEATHINCa OR Cm WRB LAYER "I, STUCCO WRAP(PRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER - --- (PRAME ONLY) 2x6 8UD DAND ROOFING CEMENT DRIP EDGE ©FLAN B METAL KICK OUT —ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) P EDGE, I' OFF WALL T INTO STUCCO) \ \ I1/8' TEXTURED FINISH m \\ )WOOD, 1/2' TEXTURED FINISH e CMU 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK (Z)ELEVATION METAL FASCIA WRAP I' OFF f WOOD WALL. SUB BAND 2' I OFF WOOD WALL ©i=L)4N A NOTE: IF ZIP SHEATHING; SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO SE CUT B WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS ro'-8' O.C. MAX. 2x SUB -BAND Wll4'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x 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 �i SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY . FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUS -SAND W/I4'x4' NOTCH O END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUS -SAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 www.abdosigngroup.com AA S: 0003325 i� 0 a 9 BVBDIV. as LOT SILVERADO LOT 2 BLK 12 4EAB 1Y7_ APT A" RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND DAB 08/16/18 sc,%=: 1/4"=l'-0" SHETE�TT dV A6 EXTEND SLAB 1 1/7 i a Y — — F4-12X18 3 FM-12X72 r 4" CONC. I IX SLAB IcxS to c b, N w +-3,io i` 2 pa F-2024 �' 9'-6" 2 W `1I t 0 5 FM-12X18 1 I � I 0.0.$ TOP OF SLAB 1" PVC CHASE —FOR I ELEC.@ LL li ISLAND 1 Sp I 1.7 � I n I f � I ( 19' 0" 19' 0" m m 0 Z q I EXTEND 4" PVC SLAB 1 12" `CHASE I TE1— — — — — — *-5 1/2 �' I 5 F I 4" CONC. SLAB 61 I 18'-0" 2'-8" 17'-8" O m I I 3'•6" SLAB F � w FI w LL t,t EXTEND O 2 FM-12XIB SLAB 1 12" 7Jp 4 CONC. I $ ' I i SLAB 0 ". 6" 3'-4" 6" /2 o� LLI 2 I IL ,., *712 1.1— FMC-12X16 FMC-12X18 — — — — — FM-12X78 — — ——FM FM-12X12 I Ell III m m 2'-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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NOICATED #5 BAR, EIINDICATES #6 BAR,RNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530.131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, USING: F'm. 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS. REINF. REMARKS 6.6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3(" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xi8 12" CONTINUOUS 18" - 12) #Ss - (+ 0'•0' FMC42x18 12" CONTINUOUS 18" - s 75 INCURB VARIES F-24x24 24" 24" 12" s # s - (+)X-01' FM-1202 12" CONTINUOUS 12" - (2) #6s - (-)0'-4" TEA 8" SEE PLAN 8" - 's #5 IN CURB - U-0" d N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 y 24 b 0 y O ti lik- DRA� 08/16/18 SCALE: 1/4"=1'-0" 9I;EET si 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED � } STEEL REINFORCING IN GROUTED FT CELL SEE PLAN FOR SIZE AND 5 p; CELL SEE PLAN FOR SIZE AND I_.; SPACING REQUIREMENTS , _ o d SPACING REQUIREMENTS ¢ } ¢ C• m 1I ��•.•.•.—sue I ° 4� GARAGE DOOR w V w I I� w RECESS m �a I FM °a g� ¢ to 8" CMU WALL O W 8" CMU WALL ° CORNER BARS, SAME SIZE AS BAR I to w 8" O ° °I FOUNDATION WITH 30" LEG EACH tu = o � WAY AT ALL CHANGES IN DIRECTIONS W ° TOP Ova TOP OF SLAB I ° SO THAT THE STEEL REINF. IS CONTINUOUS ' f SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. - - VARIES SEE SLAB SCHEDULE TOP OF GARAGE - ° MATCH AMOUNT OF CONTINUOUS BARB - I°I� I2 CONTINUOUS STEEL MONOLITHIC 7=0. CURB FOR MASONRY UNITS SET EXT. PORCH SLAB 4" CHAMFER (1 STORY) W/ 1/2" ISOLATION W CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB W! 1/2" ISOLATION I 4" CHAMFER (I -STORY) I ° FOOTING REINFORCEMENT SEE SCHEDULE AT ELEV: JOINT (WHERE #4 24" APPLICABLE) Z SEE SCHEDULE #5 301, JOINT (WHERE APPLICABLE) ) . ° B" CHAMFER (2-STORY) "`'TTT—""• SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST lv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" iv ' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 GARAGE SCALE: 3/4"=''-°" CORNER BARS DETAIL 3 DOOR OPENING � SCALE: 3/4".1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" —� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" STM.STUD VERIFY HEIGHT LAP TO OCCUR OVER STUD1! OF WALL W/ PLAN OVER OVER LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SVP WALL W/ SVP No 2 STUDS SEE w I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE �y NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. O IL SECURED W/ 2- PART TO BE PT, PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO ¢ I Ifg EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN.016" OC SLAB W/10d MASONRY Q 8", UNO USP SPTH4 OR SPTHB BTM MAX. NAIL 18" O/C STAGGERED. Q p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ SPECIFICATIONS FOR IOd x 1 1/2" COMMON NAILS 3 1/2" DIAMETER CONC. FILLED STEEL PIPE a. 6x6 METAL PLATE to USE AND PREPARATION OF w -�t HOLE. FILL ALL HOLES, DO NOT USE 10d x 3" W ¢ SEE SLAB SCHEDULE Q w Q Q SEE SLAB SCHEDULE BASE W/ 1/2k6" ANCHOR BOLTS o o 't' +- 0'-0" TOP OF SLAB ° TOP OF SLAB 4" CHAMFER (I -STORY) ° 6" CHAMFER (2-STORY)1-4„7WxD, ZEQ. ULE EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE NTITY AND BAR QUANTITY ADDING BAR TO K_,11NTERIOR CURB FOUNDATION WOOD WALL Q INTERIOR CURB FOUNDATION WOOD WALL DEL LLARD 6 MONOLITHIC FOUNDATION 7 SCALE:3/4".i'-0" (W� UPLIFT) V SCALE:3/4"=,'-0" (NO UPLIFT) SCALE: 3/4".1'-0" SCALE: 3/4'.V-a' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL p PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ ¢ w m0 cr� O¢ u1 8" CMU WALL p Z POURED LINTEL CONT. (TVP.) M +- 0'-0• 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE _ TOP OF SLAB+o'' I° 2X WALL FRAMING +- 0'-0' SEE SLAB SCHEDULE 1/2" DIA. USP 725OSD BOLTS 5" TOP OF SLAB a MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND e.� C. 16" O.VERTICALLY MAX ° • - e — a POURED MONOLITHICALLY WITH ° ------ FOUNDATION AND SLAB SEE SCHEDULE ° ° SEE SCHEDULE FOR WxD, BAR SIZE .`i-7 /FOR WxD, BAR SIZE AND BAR QUANTITY A/✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBLLINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 9 SCALE:3/4".1'-0 (NO UPLIFT) 0 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4".1'-0" 11 SCALE: 3/4".1'-0" 1441 N. RONALD REAGAN 81 LONG WOOD, FL 32780 PH:407.774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 0 m O F Dw 08/16/1, Bcwr.C: 1/4"=1'-0" BPX=T 51.1.E DOWEL PLAN SCALE: 1/4" . P-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 q L4 V O b C sF F III DATM. 08/16/18 sc,mm: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HOPoZATIONAL REBAR W/ 10" HOOK OROUTED BOND BEAM TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM � al ed PER Q p CLEAN OUT REQUIRED FOR INSPECTION aa0 I 0'-0" FIN. FLR. -� d TIE ERTICAIREBAR a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z ¢ #3 18" > M 0U #4 #5 24" 30" #6 36" #7 4Z' HORIZONTAUVERTICAL REINFORCING 1 SCALE: 3/4"=1'-0" mom I= -m� m--m-- ■--m-- '-� • OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. #3I METHOD #4 24" HORIZONTAUVERTICAL 05 30" REINFORCING 06 36- 2 #7 42" SCALE: 3/4"�1'-0" 0 VARIES PER ELEV. #5 BARS ❑ ;j " 8" " CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774.6078 FAK 407-774-4078 www.abdesigngroup.com AA 4. 0003325 f O A 9 Dw 08/18/10 SCAM 1/4"=1'-0" slgrxT ► 1 . 2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 110 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. Z ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X.ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8 DESCRIPTION REMARK 1Q 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. - THROUGHOUT MARK DESCRIPTION (t SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH " BUB T-r (4r) PRECAST 2231 N-V (4C) PRECAST 4'4' (54-) PRECAST 1S99 5'-V (64-) PRECAST 1217 S-+0' (70-) PRECAST 1082 S4' (78') PRECAST B06 r4' RM0") PRECAST 143 SI' (112') PRECAST sm 104' (12n PRECAST 475 11'4- (13r) PRECAST 382 174' (14-) PRECAST 337 /34" (1607 PRECAST 290 14'-0' (16r) PRECAST 279 14'-r (17n PRESTRESSED N.R. 154" (180) PRESTRESS® MR. lr4' (2081 PRESTRESSED N.R. 1S-0' (23Y) PRESTRESSED N.R. 214' (25r) PRESTRESSED N.R. 27-0' (284') PRESTRESSED N.R. 2P-0' (2B8') PRESTRESSED N.R. ® © (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. r7k 84' (421 PRECAST ®'i 4'-W (4r) PRECAST I4.4' (54-) PRECAST 9-4' (64-) PRECAST 5`40' (7D') PRECAST a4' Vr PRECAST r4' (W) PRECAST 7+ (117) PRECAST f0'4' (12n PRECAST 4' ( I1(138n PRECAST 17-V (144') PRECAST IT-V (18M) PRECAST zm W4' (+BBB PRECAST O 4' 14'(176) PRESTRESSED �. 16-C (184') PRESI D 1r4' (2W) PRESTRESSED 1S<' (23Y) PRESTRESSED 21W (258') PRESTRESSED 274' (284') PRESTRESSED fm _1 124'-0" (2W) PRESTRESSED LOAD TABLES .GADS FOR ( SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1 I 4�/M1S SAFE LOAD - POUNDS PER LINEAR FOOT rr�rsn������OmOm �m101000�0 m�00��iu■ moom000 m�0m�®m ' mommo®m ��Q^01©ImIO JE II���©mm0000 O�P�`f�"wZW—K T K: ., oo®mmom mmelm=_ Err ©�mcm MEMN=CT1Q 1CT �1= 0==C3'1Cif=mm'7 un OW IO aIIIIF!_7 Cl9IIII:Z'1 ME3"_1 I� III�P_9' CaQ�C3'f @1CTFa:T�@T'. 0Q1C191Q!@�@ 7MM ®NMCT_1Q9C!'1Ct_ lE79 �0@'�Q�Q�ICr'"C3�Q1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ' -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' SY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE MA4. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ;;;7—...r®,.....�...---A I ♦ BF18-1T/OM/OB BF16-1 TlDM/OB 8F16-1T/OWDB (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ' -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' SY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE MA4. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ;;;7—...r®,.....�...---A I ♦ BF18-1T/OM/OB BF16-1 TlDM/OB 8F16-1T/OWDB e------------ I e OJ i 1 2 I 1 1� e O I r e GT 6rt6-t uOnvoMt e ♦ M r I ♦ I ee I♦ 1 e ♦ E ee ♦r 1 oe rr i e ♦ I e® ♦♦ I i ee ♦® 1 ee ♦r 1 e ♦ 1 % ♦ I ♦ ♦ I e ♦ O ♦ 1 Y a I a I I 1 I 1 I 1 1 1 1 1 a 1 a 1 I 1 1 i a 1 1 1 a 1 i a a UNO, PROVIDE BB1 WHERE a 1 ROOF TRUSSES BEAR, TOP a OF WALL EL. 8'-8", UNO. a 1 ! 1 ol I 1 1 i 1 i 1 I 1 1 1 ♦ e 1 e ♦° ee I a ♦r ®e i OJ e, a I♦ i ♦♦ ♦♦ 1 a ♦ I 1 ♦♦r rr a i ♦ 1 1 ♦r ♦♦ 1 I r 1 1 ♦ 8RF14- ♦r 1 I ♦ 1 T/OM/OB ♦ �0000000�—I.r s e a ♦ J 1 m 1 rr ♦ 1 t i ♦ ♦ I a 1 r Jr I i ♦♦ ♦ a f s r♦ r I I O BF76-1T/OWOB SF8- 1 8F28-1T/016/DB / I ♦ 1T/OM/DB 1 1♦ r"c_®__--i____ems____®L------------------- L.---------J ��..- _ LIFT BEAM PLAN SCALE: 1/4" - l'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774.4078 www.ebdesigngro0p.com AA 111: 0003325 04 g.° tQi 01 ao 0 BUDDIV. & LOT SILVERADO LOT 2 BLK 12 1pRojzcT# 04128.001-02121 MODEL: 4EAB "1672—ARIA" GARAGE gNINO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES M"TECTf STATE OF FLORDA ROLArD A ABOUCHACRA L AR NO 93723 J apt- 08/16/18 SCALE: 1/4"=1'-0" SHEET S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x6" °D 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. a0 REINFORCING (1-2) 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 145 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 81k061 io 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH QPv O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. e„ / 4 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 10" DEEP. VERTICAL REBAR W/ 10" HOOK �\ P'�0 POS�F� 8x18 DBL. BOND TOP OF �. BEAM W!(1)#5 BAR BONDBEAM - / •��• $,QP �y\O EACHCOURSE • \�U 8z8 BOND BEAM TOP OF • W/(1)#5 BARIBONDBEAM 30" TYPICAL FOP f F . FILLED W/GROUT I\ •�\7.0 U . UNFILIEO GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOWIDTH # OF #5'S, IN 2ND BOND SEAM BEAMCOURSE#5 BAR IN BOND BEAM SEE NOTE 5 A�16T/1 M/ B 8x8 PRE -CAST CONCRQ���C'NOMINAL LINTEL W/ (1) #5 BAR (LENGTHOF BAR.WIMASONRY CORNER HEIGHTOF#5'S,TOP OPENING-2BEAM DESIGNATION BOND BEAM COURSE OR nREINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM SXS PRE -CAST CONCR2 THAT XFXX -1 T/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: 3/4"=1'-W AND XFXX - 1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATITOP o. OF OPENING PRECAST HEADER(MIN) 20 (MIN 2 X 3) "/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SIZE.145 MIN WINDOW S ZE 300 MIN EMBEDMENSHANK T 1 SINGLE BOND BEAM IF 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN - PRE -CAST 2z8 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 I/*) W LOPE m FROM EACH END AND W 70' N 1-1l4" 2fD EMBEDMENT R 2X8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SZE.145 MIN HEAD AS TO ALLOW BENT SIZE.3-MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 0" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX.IN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL SONDBEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2.1'-0 5 SCALE:34"d'-0 3 SCALE: 3/4".1'- 0" \ I PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I I I — SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF EF P FILLED CELL BOND. BEAM 0 II I II � I u II I�8z8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3l4".1'-0" DSINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 4 0 m A F a DAM 08/16/1, SCALE: 1/4"=1'—O" 9I-MET %s2.1All FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP OTC W/ (13) 1Od x 1 1/2" HDG NAILS. SMALL JACKS < T MAY BE NAILED W/ (10)d x 1 1/7' HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 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 PSS36, .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 Z500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. FRAMING PLAN SCALE: 1/4" . V-0" 1-PLY G: 2032 LBS U: -1280 LBS G: 2013 LBS U:-1006 LBS G: 1569 LBS U: -897 LBS G: 1079 LBS U: -562 LBS 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-7744076 www.abditlgngroup.com AA It 0003325 V 0 O a H W O 81J8DIV. da LOT SILVERADO LOT 2 BLK 12 PROJMCT* 04 28.001-02121 MODEL" 4EAB "1672-ARIA" GARAGE 3VVING: RIGHT PAGE: FRAMING PLAN EXP. B STATEAl DATE: 08/16/18 scALm:1/4"=1'-0" SHEET s3 A-USP DTC TRUSS ANCHOR B-(1) USP OTHA20 TRUSS ANCHOR (1 PLY) WITH (18) 10d x 1 1 /2' TO TRUSS C. (2) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH (10) 10d x 1 1/2' NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) WOOD FASCIA SEE ICHITECTURAL 2x8 (CURED W/(2)16d ,LV. COMMON NAILS. ?SECURED W/10d kLV. COMMON NAILS 'OC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT . 1825 LBS (1 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT=2430 LBS (1 STRAP) (1 PLY) C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) TYPICAL TRUSS/ 1a lb 1c GIRDER CONNECTOR(S) ENGINEERED WOOD — TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP TA20R TRUSS ANCHOR WITH (16) 10d x 1 1/2" NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 2X6 SECURED W/(2)led GALV. COMMON NAILS. Z- MASONRY BOND BEAM W SECURED W/ 10d SEE SCHEDULE GALV. COMMON NAILS PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" (A) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x8" W EDGE BOLTS AND (12) WS3 SCREWS (B) USP USC'" WITH (2) 3/4"x6" WEDGE ANCHORS AND (8)16d NAILS (C) USP USC" WITH (4) 3AN6" WEDGE ANCHORS AND (8)16d NAILS IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS 12 O/C A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = 10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT .12543 LBS (4 WEDGE BOLTS) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) # 1176 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4"x 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �-- TAP CONS MIN, 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4".1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d (� EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTAt220 GAUGE COVER 5 TRUSSES) 4'-W O.C. (AT SHEATHING W/ 10dx1/2 HPG COMMON NAILS. SEAMS) 0'-0" TO 30'-0" (t) "X"BRACE @ EACH END TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (1) W BRACE @ CENTER / 1 TO BLK W/OL DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/IG GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY &. SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/2" HIGH TRUSS ENG) 2x4 SECURED W/ STRENGTH CLG. BOARD (2) 1 O (2) 10d's @EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED @ 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20) led x SEE SCHEDULE FOR 2X4 OR 2x6 WOOD BEARING 2-1PY' NAILS TO POST., BOND BEAM REO. WALL W/SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. ° ° a • . • ` �� BLOCK WALL W/ GABLE END NOT USED PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 6 GIRDER/WOOD POST CONNECTIONS 5 FLOOR TRUSS CONNECTION @ L.B.W. t SCALE:3/4".1'-0" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY PLATE DEPTH 1/4'D —HOLE EDGE >5W —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE>5/8" HOLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 31W` USP WEDGE -BOLT, 5" MIN. EMBED (20) 1Sd GALV. COMMON NAILS AND (8) 1Sd VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 USE, U < 1425 LBS W/ (2) 3/4"°USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)1Sd VALV. COMMON NAILS. FILM 7232 C - USP THDH28.2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 1 Sd GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"' USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS, FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4".1'4" 5'EDGE CENTRAL SPACING SPACING SEE SEE AJELME BEU Q8BTM. S�CHEDULE, ULE E MIN LAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD Z LAP A MIN OF 4'-0". °D 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. to 5. IN LIEU OF HILT] PAPS, 1/4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) _ PT SPACING REQUIREMENT, LEDGER SCHEDULE MARK SIZE BOLT SIZE 9EDGESPACMXi CEMRALSPACMq A DOUBLE 2x8 1/2" 8" C/C 16" O/C B DOUBLE 2x8 3/4" 8" C/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 200 3/4" 8" O/C 24" O/C E DOUBLE 200 3/4" 6" O/C 16" O/C F DOUBLE 2412 3/4" 8" O/C 1 12" O/C 8_ WOOD LEDGER DETAIL SCALE: 3/4".1'.0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP AT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F7 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4".V-a' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngmup.com AA 8: 0003326 DAT 08/16/18 SCALE: 1/4"=1'-0" 19*=ET S3.1A FLOOR DECK 2x8 PT TERMINATION 2x4 STRONG13ACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)18d COMMON W/ (6) 3/16" °x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY IO'-0"BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING --- SCALE: 3/4".1'47' USP LFTA6 W/ (16) 8d COMMON NAIL 2z STUDS USP LFTA6 W/ (16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/tOdzt GIRDER TRUSS 1/2" HDG NAILS FL#17239 WALL / FLOOR FRAMING, �� TRUSS PARALLEL TO WALL SCALE: 3/4"-I'-0„ DBL PT 2z6 BLICNG BETWEEN TRUSSES W/ 1Dd 0 3" O.C. 1ST PLY INTO LEDGER AND IOd 03" O.C. STAGGERED UPPER PLY INTO 2z6 BELOW 8"CMU WALL REINF PER PLAN PER ELrVATIQN A. 0 R PER LEVATION i%2 FIRE -STOP .1/4" NI #B WOOD SCREWS z2"LONG O.C.; STAGGEREDDOOFF CENTERLINE OFF 2x6; NI=rAv= 3/4" AS SHOWN USP A3 EA. TRUSS /q^ NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING , ON EXTERIOR WALL 3 3CALE: 3/4,�01,-0�� #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI ASSHOWN DBL 2X8 LEDGER Iuul TO CMU W/ 1/2" EXP. BOLT 8"CMU WALL AT 16" O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN 5-1/2" EMBED. FLOOR DECK PER ELEVATION 3III NAILING PATTERN U PER ELEVATION ¢ m 24PRE-ENGINEERED WOOD 2x4 P.T. CEILING „ 184 FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 0 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL A TO EXTERIOR WALL 4 SCALE: 3/4"=P-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 24 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8)1Sd NAILS INTO LEDGER AND 10d0 3" O.C. #8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO2z6 z 2" LONG 0 3" O.C.; NI 2x4 BLOCKING 0 EA. BRACE. TOENAIL INTO TRUSS W/ (4) 18d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS 0 EA. END MUST NOT BREAK WITHIN PLATE OF 2N0 FLR) 3/4" AS SHOWN 2x4 BRACE 0 48" O.C. (5) V-4" MIN. FROM 2ND. FLR. FLOOR DECK NAILS 0 EA. END E ND LINE 2z6 COOT. NAILS DBL 2X8 LEDGER CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS L R TR16dUSS (SBT. OF FLOOR TRUSS (BT. 2X8 IS FOR WALL 8" CMU REINF PAT 16" O.C. AND 8" FROM I�00 BLOCKING SHEATHING NAILER) END W/ MIN 5.1/2" EMBED. 16d NAILS 0 8" O.C. MAX 1X2 FIRE -STOP ATO PER ELEVATION FLOOR DEC /4„PER ELEVATION PER ELEVATIONNAILING PATTERN PER E OL PER ELEVATION PER ELEVATION 2z4 P.T. CEILING 2q" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS ®12 O.C. FLOORTRUSSES(SEE SEESCHEM FOR SEE SCHEDULE FOR USP HTA780 EVERY REPAIR DETAIL IF FRAMING PLAN) RE BOND BEAM RED. BOND BEAM RED. TRUSS (VERIFY W/ 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA1603TMAX. TRUSS PLAN) FL#17680 AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN)FL#17880 AT PARALLEL/ PERPENDICULAR 5 PRE-ENG FLOOR TRUSSES NOT USED 6 O7 SCALE: 3l4'Lt'-0' / PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES — STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS V-W O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 024"O.C. NOT SHOWN FOR CLARITY) MAX 0 PER E EVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2z8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR V7 HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U < 1195 LaS STRENGTH CLG. BOARD 40/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" DCMAX. B - (2)USP MTW-12 U <2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) 10tl GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2z6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE D.L. TOP PLATE PROVIDE BLOCKING 'o' USP SPTH4 OR SPTH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2)10d's0 EACH FILL ALL HOLES. DO NOT USE 10d 1/ASH WEDGE ANCHORREN WSHERSET INHIGH STRENGTH TRUSS/WOOD POST TRUSSTO BE INSTALLED 010'-0" O.C. MAX. x3" EPDXY 5-1/2" EMBED. MIN. 016" CONNECTIONS 10a 10b 1 0C OC MAX. SCALE: 3/4".1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4--7 a TRUSS TO POST CONNECTION A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 • R B - USP HTW-20 U c 2045 LBS W/ (20)10d VALV. COMMON NAIL. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8-A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 9a gb POST TO SLAB CONNECTION SCALE: 3/4"-V-0" A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ &S DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,485 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 6 (20) 18d x 2.1/2" NAILS TO POST. FL#17324 d Ni RONALD REAGAN 81 LONGWOOD, FL 32750 PH:407.77444078 FAX: 407-774.4078 www.a bdesign$roup.com AA M: 0003325 0 M A F SVBDIV. d# LOT: SILVERADO LOT 2 BLK 12 PROJECT# 04128.001-0 121 MODEL: 4EAB "1672-ARIA" GARAGE 911111INO: RIGHT PAGE: DETAILS ROLAND A ABOUCHACRA L_ AR NO 90723 , RINT ATE: 08/16/18 SCALE: 1/4"=1•-0•• SHEET S3.1B �yi54 VTT SPACING (1) AT EACH END VTT AND V-0" O.C. MAX. �I Illlllill \ Li O SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. A 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdeelgn group.com L AA N: 0003325 h b 0 4 61 al 9 � q GABLE -END HIP ROOF .F—F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19,97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.63) 'A' 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'. B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT , 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/18" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK 8d RINGSHANK, 21/2" 0.120" 170,000 (1IRG- 6-20RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2' 0.12W PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16" O.S.B. PLY WITH 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 Sd RING SHANK GUN NAILS AT WO C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. ., TOP & BOTTOM EDGES .. i 2 w , a= = U Z m R @ J Z CD ZY y zU) w Z CO w Y 0 16 �cj C7 e cc 6 9 J_ Q Y Q W S NU w w U CB1 i8% U F U US O w to G. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. oAFTcER OR T RhSS -` T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS @ 6" O.C. IN FIELD ` P. EXT. SHEATHING ATTACHMENT FOR ROOF SH ATHING (O.S.B. TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS @ 1 Z' O.C. IN FIELD or 8d X 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ IZ' 0.6w(N FIELD J\ TYP. 3/4" T&G S7FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE SIC. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROMDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAPERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb. 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROMDE 64SL CONTINUCUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASSONGROUNO WHERE INDICATED ON ELASTICITY . 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERSMS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEALAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. 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 RATED TO RETENTION LEVELS OF 0.26 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, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP M2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS ORTIE-DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. DESIGN SPECIFICATIONS FOR TO IE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE BUSS-NATDESIGNS SIGNED AND STRESS -GRAPE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS: 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 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pfil SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: A4 BAR - 25" MI6 BAR - 36" 20 pet TOP CHORD-norl-corKwrrem 10 MI5 BAR - 3T Y7 BAR • 4Y psf BTM CHORD -Tmn-oorK rt PROVIDE 36" x 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. DEAD LOAD DEAD LOAD 15 pal TOP CHORD 20 pal TOP CHORD (7 PIT w/ ASPHALT SHINGLES) (10 pal w/ No GYPCRETE) 10 Paf BTM CHORD 6 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I OPSI BALCONY LIVE LOAD 60 DO WIND: DEAD LOAD SPEED .150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE , RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (COW TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLA&ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SNALL NOT EXCEED 5"44-PRIOR TO THEADOITION OF PLASTICIZER. CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF AG 3D1 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE ONNEHS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLONS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2" FOR 16 AND SMALLER Z FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-12"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES, STIRRUPS 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 -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL.PLATE-CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO 8E USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY FLORIDA "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tim . 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL RAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10-. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE S1ZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C470. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy. 36 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy . 46 kal. 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 WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE 6PACING REMARKS APPLICATION BDE TYPE SPACING REMARKS 1n PTFURRUVO TO CASE HARDENED COL S'OC GARAGE DOOR SIC!( SEE DETAL BEE DETAIL SEE DETAL SEE DETAL MASONRYICONC. NNl1 I/Y LORD. To MASOMVVMANC. SGD,AL. EXT. DOORS CASEHARDENEDCOIL ffOG WINWWNOOWFASTENED GARAGE DOOR BACK SEE DEAL SEE DETAL SEE DETAIL SEE D- 1.PT, SEE NOTES IUILI I/Y LONG. STAGGERED HMO MASCNRYIWNC. TO MASONRYIWW WwDOW— CASEHARDENEDCOL a•OC WINDO WoP FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 18 PT, SEE NOTES NAIL 11-0140. STAGGERED INro MAeoNRrwNc. MAeoNmlcoNc. REQUIREMENTS EXT. SWING DOOR lA•° 'TAPCON' 17 CG t/1'EMBED, a' END. NONBEARIm WOOD 1fr° EXPANSION YA^ 4^EMBED.4•END BUCK 3 PT SEE NOTES NO WASHER FASTNER DLST., IIIP EWE DIST. WALL TOCONC. SLAB WI WASHER BOLT DIST., 3'EIXiE DIET Pt al,.p%HY1T e•OG K•END W6T.,1 t? D'1,Ay,NA9HER TEEl-11C1( PT IO STEEL COL., 6EE T 6TAGGERED EDDE N6T. NOTEfi NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONG WOOD, PL 327W PH:407-774-6078 FAX: 407-774.4078 wwwabdesigngroup.cm AA 111: 0003325 [a, O V A a auaDIV. m LOT: SILVERADO LOT 2 BLK 12 PROJECT# 04128.001-02121 MODELc 4EAB "1672- ARIA" GARAGE 9lF MG: RIGHT PAGE: DETAILS DAFT 08/18/18 SCALE: 1/4"=1'-0" SHEET s PA, %W