The URL can be used to link to this page

Home My WebLink About35956 Morse Willow Ct99 2045 LA TI 99 • FOR: •HORTON yap y}� (( l n tlI �Y,+✓ t Iay� y19' _IC � Am&pt;5�04v 5 ov 12602 TELECOM r_>FiIVE, TAMPA, FL 33637 T4al= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CQNTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -p1�wR�=A BO IN(; CODE, R&4 uTIAI,. AABOVE LAM. LAVATORY DATE DESCRIPTION rin EDITION 2020 ON l� ( ) •ALL LOCAL AND .9TA?E CODES /C AD ALT. AMP AIR CONDITIONING LUMMc. ADJUSTABLE MC. ALTERNATE MIN LUMINCUMEDICINE MEDICINE CABIIJET MANUFACTURER 08/24/19 ADD 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/E4/19 ADDED OPTIONAL PENDENT LIGHTING AT IGTCFQs'N - DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :OCCUPANCY - RESIDENTIAL, GROUP R3 -coN3TRUcrION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - B :EXPOSURE RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AMP GL CAB. CLG. CLR CONC. Cam. c.i. D. DBL. AMPERAGE o BOARD °E MM.T. CENTERLINEMTD CABINET MIL. CEILING N.TS. CLEAR G.0 CotTCRETE PL CARPET PB. DRRAM[CIII.E PFI. DRYER PIT. DOUBLE PLYWD MINIMUM METAL THRESHOLD METAL METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG CI -COVER SHEET PG GN-GENERAL NOTES PG At -FLOOR PLAN PG A2F-ELEVATION "F" FRONT & REAR PG AM -ELEVATION "F" LEFT h RIGHT PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN 07/24/19 ADDED STONE CAP NOTE ON FRONT ELEVATION 09/90/19 ADDED 150-D FROM ENGINEER 10/11/19 UPDATED LED LIGHTS PER D.R. HORTON 10/25/19 ADDED SEPARATE ELECTRICAL DETAHS PER D.R. HORTON IE/04/19 UPDATED THE 9IYP90N CONVERSION FROM USP OR/19/80 ADDED 160-C FROM ENGEVEER 01/04/21 MADE RRDLRIB CRANORR FROM ENO. FOR RORO CODE CHANCE AND STATE CODES D.G. DIAL DIM. DISP. DP. DR. UK, DTL. D.W. EA. ELEV. ER ET.. DUAL GLAZED PR, DIAMETER P.T. DIMENSION R. DISPOSAL RAD. DEEP R.A.Q. DOOR REF. DOWNSPOUT RM. DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.H. EQUAL SHT EXHAUST SH PAIR PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE E%TDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 01/04/81 REPATHED EREFB FOR THE 9020 FBC -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA r SQ,FT. CALL. S LIVING 2jd45 SQ FT. GARAGE 454 80. FT. ENTRY (ELEv. F) 35 SQ. FT. AR No. 93723 COyEI�D LANAI 221 SQ. FT. Ex EXTERIOR sHwR. s[towER A.B. DESIGN GROUP, LLC. TOTAL 2,155 $0. FT. F.GJFX. F.G. IN FFIR. FIXEDGLASS SIM. FUEL GAS SL. FSTTD.D. S FLLOOROOR SIMILAR SL[DING SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SwS SHEAR WALL LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FR. R. GA. GAR. DISP. FOOTINHG R TEMP. GAUGE T.O. GARBAGE DISPOSAL T.O.C. SECTION TOPO TOP OF CURB Fax: (407) 774-4078 G.F.I. GL. GROUND.FAULT CIRCUIT T.O.P. GLASS PIER TO.S GLASS TYP TOP OF PLATE TOP OF AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG 31.1A-DETAILS PG 31.2-DOWEL PLAN PG 31.2A-DETAILS GYP. BD GYPSUM BOARD UN.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR, HEADER W. WASHER HOT, OR HT HEIGHT wi WITH INSUL. INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR OF THE CONTRACT DOCUMENTS. INT. INTERIOR w/ DW W1 WIN WROUGHTIRON DOW HEATERINTERPRETATION PG S2-LIFT SEAM PLAN PG S2.1A-DETAILS PG S3-FRAMING PLAN 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 PG 33.1A-DETAILS PG 33.1B-DETAILS PG S3.IC-ENTRY DETAILS PG 3N1-DETAILS PG SD1-SOFFIT DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'B IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'B HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A R C N I T E C T 8 5 Gro�usi In Ai N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigrlgroup.com AA a: 0003325 s c� 4 V 0 F a SUI3DIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT/# 03719.001-18161 MODEL: "2045-LANTAW GARAGE SWING: LEFT PAGE: COVER SHEET 50 H E . GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. KMWORK 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANGES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 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 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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. 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 TERMITE 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 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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 WITH T 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 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-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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-CID63 -19a AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFF1rS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N IT E C T S G De �n 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdeslgngroup.00m AA#: 0003325 w Lo 1u b y 0 F Summv. ee LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: GENERAL NOTES 5 H ""' 7/9/21 DATE: SCALE: 1/4"=1"-0" SHEET GN 4'-4i It HB STONE VENEER (TYP.) 40'-0' LJ _ olRllo olttttttllitttilo altl� ollo oIL Io 1 a'•1 r r TYP.r r r r r BEDROOM p r r rMY CL&TO Iv-v r r r oltttRollo o6o;tttttllo olltttttlLu r 0� r ® r r O, s '11 r _ 13 r p :JII'11 � FAR- y� m r ON 1 U, „ - i r, ollo lull ollo 0 GARAGE 00 r r r r U i m JIoR1 IoIL 1' 11 0 13 r r r i r r r r r r - r r r alttttttllo ollttttttl� �ItiO N N OIIRIIo EXTERIOR MASONRY WALL BRG. HEICsHTO SQ.FT. CALC.'S LIVING 2045 $0. FT. GARAGE 454 SQ.FT. ENTRY (ELEv. F) 35 SR FT. COVERED LANAI 221 SQ. FT. TOTAL 2155 ea FT_ II FLOOR PLAN NOTES II - ALL OPIR IONS ARE PROM FACE OF T W BLOCK WALL (OR EDGE OF FLOOR GLAD) TO FACE OF WALL STUD UNO. - ALL INTEROR WALLS ARE 3V UNO. - DRYER VENTED TWROUGW ROOF (VrR). NOT SCREENED. • AIR COMPRESSOR SET ON 44'X44' POURED CONC, PAD. PAD BEGINS i' FROM EOM OF STRUCTURE. - SEE SWEET 42N FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOM TO WAVE AMC FAULT CIRCUIT INTERRUPTER - ALL FULL 18IOWT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SWEAR WALLS. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. VENEER (TYP.) FLOOR PLAN SCALES 1/4' . 70' RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2•X6'X35-1/4' LOW WALL 2'X6' STUDS W/ 1/2• DRYWALL TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xI2'S=ARE LATICRETE BY HYDRO BAN. RO. SHALL BE 14.5' x 14.5'. BOTTOM SHALL BE INSTALLED AT 54' APP. U.N.O. SHIM AND SECURE COUNTER TOP °S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT MBAR REINFORCING KITCHEN Q / BRACKETS AS BASE C BNECESSARY. CABINET m 2 R DETAIL AA_ : NTS CallmwAIDC_mmmLOADS alleleWW eIP'MMFaR$BFCWa= aE= Saw M 0 H►MOMO RUM MOTIFS FDO m MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-2'B CRITERIA 16010 O.H.D. 112 5 20.1/-22.1 8010 O.H.D. 56 5 21.6/41.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONM DA78 ARCHITECTS 6 Design GrouP"Ine. 41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.com AA#: 0003325 D y s W 0 a SU13DIV. 8e LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: 2045—LANTANA" GARAGE SWING: LEFT PAGE: FLOOR PLAN 50MHE 18'-0' BLOG. HGT., _ 13'-10' BRG. HGT.* CLG. HGT. -_______ 12 __ ® ENTRY 5' SFRTRIIECZEE 5 SHINGLE ROOF W-4' BRG. HGT.w 5' RAISED -� STUCCO BAND STONE VENEER s 0'-O' FIN. FLR D W-4' BRG. FIN. AREA OF ATTIC = 2755 SO, FT. NET FREE VENTILATION AREA REQUIRED - 1/ 3D0 REQUIRED VENTILATIONAREA = 2755 /300 - 9.18 VENTILATION AREA X SQ. INCHES PER FT. (1") = 1322.4 50, IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1322.4 - 661.2 1 SQ. IN. OFF RIDGE VENTILATION AREA 1115 1 SCL IN. PER VENT 661.2 /115 TOTAL #OF VENTS REQUIRED 534957 TOTAL# OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA = 11.736 SO, IN PER LINEAL FOOT = 661.2 /11.736 TOTAL LINEAL FT OF SOFFITVENTING REQUIRED _ 56.3395 LINEAL FT OF SOFFIT VENT REQUIRED *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) A f FRONT ELEVATION-F TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT REAR ELEVATION-F TEXTURED FINISH 4,W-4� 7. 9'-4' BRG. HGT. J F 5' RAISED STUCCO BAND Ir,--------------------------. I I I I I I 5' RAISED STUCCO I � � BAND (TYP) I I I I I i I I I I ( i I I I I I I I� I ---�i ENTRY DETAIL A SCALE: 1/4. I'-0' --------------------- �c CORBEL 4 TRIMFOAM \I I C CORBEL c 2 1/2' ROUND I TRIM I C SIDE VIEW FRONT VIEW --------------------- DETAIL CORBEL0-0' ARCNITRCTR Design Grou 1.. WIN - IN. RONALD REAGAN ED LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 F q m� 0 a y 0 ti � gg d SUBDIV. 8c LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION " 59NPH ITITICT8I W-10' SR.. HGT. t CLG. HGT.�, _ ® ENTRY � V-4' BRG. W.T. OFF RIDGE T OFF RIDGE T 0 oa �o LEFT ELEVATION-F TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 12 5 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ■ — .3 0 RIGHT ELEVATION-F TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS o-J'-4' BRG. W.T. G esi gn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 y W 0 ca y 0 a SU13DIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION " F" 50 H rl PRINT 7 9 21 DATE: 7 SCALE: 1/4"=1'-0" SHEET A3 ELECTRICAL LEGEND SYM. DESCRIPTION d� STANDARD SWITCH ' -WAY SWITCH -WAY SWITCH DIMMER SWITCH HE Pubw BUTTON T HEFW106TAT 1ISCONNECT INGLE RECEPTACLE 1125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT RESISTANT TYPE) aNTERUPTER(TAMPER DUPLEX OUTLET (HALF OF OUTLET ED TO SWITCH) ERIOR WATERPROOF/GFI EPTACLE (GROUND FAULT NTERUPTER) 1OV QUADPLEX RECEPTACLE ® I9)V DUPLEX P EX RECEPTACLE (FLOOR MOUNTED20V RECEPTACLE (4 WIRE CONNECTOR) -0 DEDICATED RECEPTACLE LIGHT NG MOUNTED LIGHT ANT LIGHT 4F(DLLMOUNTED DLIGHT SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) B LIGHT FIXTURE Ama BULB LIGHT FIXTURE APao= BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH FULL CHAIN ER CABINET LIGHT ® I'x 4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIGHT (RECESSED) SS LIGHT HODBOX SS LIGHT (VAPOR PROOF? NG MOUNTED LIGHT WITH J-BOX OPT. FAN TRICAL PANEL (FIELD VERIFY TION) OCATION)X (WALL MOUNTED) (CEILING MOUNTED) FILING MOUNTED FAN B VENT FAN (I CFM PER ea. FT.) 14 PHONE JACK 1-0 W10KE DETECTOR (WALL MOUNTED) Q SMOKE DETECTOR (CEILING MOUNTED) ®P90IM/cARBON MONOXIDE -r5E-T-Er--TcW- KCEILINGMOUNTED) jr-wIMES ® LOUNITED OUTLET FOR GARAGE ER TV TV JACK �c PORT • LOCATION TV J XS 4 P14ONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Nth EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR Ith EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1th ED iZ®1NaL • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION !RESIDENTIAL ENEI2aY EFFICIENCY) 2020, Ith LED LIGHTING @ SINGLE LAV. POWDER BATH ELEVATION F LED LIGHTING Ca? SINGLE LAV. BATH 2 ELEVATION F METER FIELD VERIFY LOC. ■ ELECTRICAL PLAN SCALE: 1/4' • 1'-0' LED LIGHTING C DOUBLE LAV. BATH I ELEVATION F FOR MICRO/ HOOD ABOVE PROVIDE 3 2/0 CU, 1 4r CU GND Y' CONDUIT OR PROVIDE 3 4/0 AL, 14 AL GND IN 2" CONDUIT. (CONDUIT TO TER'INATE ABOVE SOFFIT • OVERNMCJ 200 AMP ELECTRICAL RISER NOT TO SCALE. GlFERAL NOTES+ COhONATION COMEN A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE DISCONNECT SHALL COMPLY WITH ELECTRICAL PROVISIONS OF n MID TILE FBCR ,TN EDITION f LOCAL CODCS, AND ELECTRIC ALL LOCAL Pd1ER COI'PANY REOLIITS. PANY. METER N NEMA D. ALL CONDUCTORS SHALL SE TYPE THFN/rHM R0O,y2 W ENCLOSURE UNLESS NOTED OTHERWISE. POWER COMPANY TR/WM'OFI ER PROVIDE 200 AMP, 120440 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 QA COPPER fQJ) N Y' DIA SCFEDULE 80 PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) N 2" DIA SCMDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED DY THE ELECTRIC COMPANY, COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. TSLER•T4T CABLfi 4NtRNM 04TftAE TEL[VISIGN CF SERVIc[ 5=1F IENr QNTRANC[ EOWPM[NT NTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTL" STEEL PER ELECTRICAL PROVISIOW OF fBCR ,TN @DITION f2020) S/S" DIA X S PT LONG COPPER CLAD GROUND ROD A R C N IT E C T S De 'in in Grou L�G Al N. RONALD REAGAN SO LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 1y 0 a Uh C SUHDIV. & L.OT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 50 MPH OND -- - - - - - - - - - ---------- .. r--- - -- L- - - - - - - - - - - - I I i I I —_J O III I �1 1/2'VTR 11/2' VTR 2 N W I I 1 Qz O r KITCHEN b� I IR' I ��\ �� SINK I 1 i UIU� R 1/2' 1 LA 1 W/ 'n � --- I AUTO 2- TU ISHWR I VENT B ❑ 9 I LAv. OP PLUMB WASHER El REF - LT I L V. 3' VTR CO i II� r I 12'_10. 3_8. •_I. 19, 5, 3 I 1/2' TO TUB/ MAIN 2 SHWR PLUMBING RISER O PLJPIB L.T. II 0. m L ---J A a 0 HB o PLUMBING PLAN SCALE: 1/4' • I'-V' A At E IT E C T E GrDe ' �n 1441 N. KUNALU KLAUAN ULM LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com L AA #: 0003325 h tlU h SUBDIV. 8e L.OT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL "2045-LANTANA" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 5APHP*A a 7/9/21 /4"=1'-0" 1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NOWCONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET B. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC NTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC NTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEfLINGB AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MM RECOMMENDATIONS AND FBC TTN EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OSD O CEILING EXHAUST FAN CEILING EXHAUST FAN s LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS >F001 0EILING EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUM T y AIR RETURN W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER y SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 08XI I/4' SHT. MTL. SCREWS EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO PLATFOR-I RETURN CONDENSING UNIT NOTE, MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FSCR'ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL COUNTERSUNK FIN. FLOOR C.O. PLUG BRONZE FL. PL. OR WALL 6' --SEE SPEC, 1'-81X8' CONC. BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO BOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 56MO REQUIRED NSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY�P.) OEXT. GROUND CLEAN -OUT (T e MECHANICAL PLAN SCALE= 1/4' " I'-0' A R C N I T E C T• 6 Grou.0.n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 D7 M R SUBDIV. & LOT: 14 SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-UNTANA" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 5 PH A. v JL'L A PR1'N-r 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP FLATE PER F PLAN PRE -FAD TRU86 i!!' THICK 7 COAT 00I esAD °. CTAI 6m I/2' CLG. BOARD A77t( 87MWYUPAL FOR DIIECTLT TO MASONRYCMJ.2.6 WO NOTE: STUDS IN 5' DIA. SLEEVE, ArrACNW TO FILL MR PARTITIONS SUPPORTING DO NOT GUT APPROVAL A IEa L 1/2' DRYWALL WALL HUNG PLUMBING REBAR ''��•" SEALANT FIXTURES AND WALL PIPE R� �^TWM•TW CABINETS SHALL BE NOT Lli MCULDMS ALL LESS THAN 2x4, WHERE BOND BEAM DO NOT GUT N� Wu•vroW•e•LN DOORMAROUND rAL ►J SPACED NOT MORE SOLID GROUT THE BOND TRAM' EXA SECURE ST. 2X4 WOOD STUDS •24' THAN IV O.G. OR, NOT w/ (I J- "5 BEAM V1' wr. R_ p. WOoo s e• FA°�TeruD TO WOOD JAI'® Rom PLATE TO SLAB w/ 1m'd MASONRY oc. LESS THAN 2x6, WHERE _ l2J COURSE _ _ KEBABS �TAL Ra. ° °"f6ADOO°R NAIL • 32. O.C. SPACED NOT MORE PSTTOer anaRa MAX THAN 24' O.G. ' RIOT 70 mom i—CONC. SLAB OVAL PEQ FIN. FLR. TYP. INT. WALL ( NON— BRG. ) D 1 SCALE: 3/4' • I'- V FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL, DRIP EDGE J/ 2x FASCIA PER I'-0' ELEVATIONS ToYP'H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR m PIPE THROUGH BOND BEAM 21 SCALE: 3/4'•1'-0' 79/8' GYPSUM BOARD OR I/2' NIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. � WOOD BASE ---� W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK• 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 -ITH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE+ 3/4'-P-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.I.I.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D22(o TYPE II OR ASTM D4861J TYPE III OR TYPE IV UNDERLAYMENT. 2 GAS LINE THRU BLACK D •au•, w•.I•.O FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FEICR 905.I.i. ROOF SHEATHING THICKNESS AS PER SHEET SKI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION$ VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' —2X4 OPP 24' O.C. MAX.—� SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS ex_ ---PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS .// SEE ENERIGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—/-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a. e' cm a m a • 4. R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' Or 1/2' GYP. WL. SO. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 909.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION$ VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET ON]. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE i-I6 IN ACCORDANCE WITH FBCR 2020 TTH EDITION, SECTION R301.13 _ . AND 160S5.1. W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486B TYPE III OR TYPE IV UNDERLAYMENT. ARCHITICTS 6 Gr e i In 1441 N. KUNALU MAUAN ULVU. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J ro y a x r 0 3 _LL SUBDIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045—LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 5 PH PRINT DATE: 7/9/21 SCALE: 1/4"=1'-0" SHEET D1 TOP, 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ lV IAD ' X 8' J-OLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X V6' WASHER 4 NUT OR W/(2) V2' X 6' ANCHOR BOLTS W/ 2' X 2' X V8' WUA6HER � NWT 0 04� SECURE 2x4 TO MILK III/ V4'TAPCON6 m 1 1/2, EMBED. 6' or_ 4' END DIST, 1 V7' EDGE DIST. m NQM 2X6 GARAGE DOOR OUCC SECURED W/ (S) 1/)' X 6' J-BOLT OR ANCHOR BOL16, W/ 4' MIN. SMSEDMENI, W/ 2' II] X 2' X LW WAGNER NUT, (1) WITHIN 8' OF TOP, (U WITHIN 8. OF THE 6TM, Ic (3)EVENLY SPACED. O NOTES, ALL ANCHORS SHALL DE IN ACCORDANCE TO MANFACTURER'S INSTALLATION INSTRUCTIONS WHERE N1rL INBT441Y_TIdJ6 A mG 6TlW T GARAGE DOOR t BUCK ATTACHMENT 8 -.rs' 2X4, Ell SECURE TO BLOCK W/ DA6' TAPCONO (MIN. 04AW SIZE .145 MIN. HEAD 612E 300 MIL EMBEDMENT 1 1149 WITHIN 8' OF EACH END 4 10' Or— MAX SPACING. 2X4. 00 SECURE TO BLOCK VMS' TAPCONB (MIN. 8HANC SIZE J46 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W OC. MAX SPACING. 2X4, Ell SECURE TO BLOCK W/ 1/4' TAPCONb (MIN. SHANK SIZE .14D MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WT14IN 8' OF EACH END 4 b' O.C. MAX SPACING. 2X6. ® 2)(6, ® 2)(6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/l2) 3/16' TAPCONS W/(2) 3A6' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE J45 (MIL SHANK SIZE 148 SHANK SIZE J45 MIN. MIN. HEAD SIZE 300 MIR HEAD $IZE 300 HEAD SIZE 300 MIN. e' cm MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') EMBEDMENT i V4') 1/2' DRYWALL WITHIN D' OF EACH END 6' cm UNT14IN S' OF EACH END S' CMNJ WITHIN 8' OF EACH END e, CN'U ( IS' Or- MAX SPACING 4 ID'Or- MAX SPACING. 4 W OJC. MAX SPACNG. IK4SE P.T. T1 D/4'RA MIN. in' DRYWALL 1/2' DRYWALL 1/2* DRYWALL SECURE THI01 FlFANIH 4 I'X4' 2X6: ® 7XD, ® 2X8: EMEND 1-1/4' INTO ❑ P.T. NAILER SECURE TO BLOCK ❑ I'X4' SECURE TO BLOCK PX4' SECURE TO BLOCK I'X4' BLOCK W/ 3K' WK2) 9A6' TAFK.ON9 P.T. NAILER WK7) 3/K• TAPCON6 P.T. NAILER WA2) V4' TAPCONS P.T. NAILER TAPCOND DOOR CASING (MIN. SHANK SIZE J48 1/16, DAB, X 4' MIN MIN SHANK SIZE J48 ppplQ CqB� (MIN. SHANK SIZE J45 (MIN. 614AW SIZE J4D MIL HEAD SIZE -,I" MIR HEAD SIZE 300 MIL HEAD SIZE 300 TM' OSD. X 4' MIN MIN. HEAD 61ZE 300 MIL EMBEDMENT 1 V4') DOOR CASING MIN. EMBEDMENT 1 1/4'1 MIL EMBEDMENT I V4') MIL EMBEDMENT 1-1/4' WITHIN S' OF EACH END WITHIN 8. OF EACH END WITHIN 8' OF EACH END DOOR CASING WINDOW WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 W O.C. MAX 4 10' O.C. MAX 4 16' OC. MAX 4 ID' O.C. MAX SPACING ATTACH TO 2X PER SPACING, DOOR JAMS OR WINDOW SPACING. SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER AA �J� PER DOOR JAMB OR MANUFACTURER DETAILS, MANUFACTURES DETAILS. ATTACH TO 7X PER MANFACTUREB DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" n 1fINDOW TO BLOCK +3/4" OR +5/4" NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/47 DOOR JAMB TO BLACK +1 15/16" /�1BDYDOIF TO BLOCK +1 15/18" 2X4; ® 2X4, SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONB (MIN. SAW TAPCONS (MIN SHA , 81ZE J4D MIN. SIAW SIZE .Wb MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 V4') MIL EMBEDMENT 1 1/49 WITHIN 8' O° EACH YNT14IN 8' OF EACH END 4 ID' O.C. MAX END 4 W OC. MAX SPACING SPACING. NOTE, STRUCTURAL 2X MAST BE 2X6, ® 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3A6' TAPCONS WK2) 3A6' TAPC," 3AW TAPCON MIN. 1.1/4' (MIL GWAHIK SIZE J48 (MIL DRAW SIZE J45 EMBEDMENT INTO BLOCK. MINE HEAD SIZE 300 MIR HEAD SIZE 300 MIR EMBEDMENT 1 1/4') 8. GT'lIU MIN, EMBEDMENT i V4') WITHIN 8' OF EACH END WITHIN 8' OP EACH END 8' CM 4 18' OC. MAX SPACING, W' DRYWALL 4 ID' O.C. MAX SPACING IR' DRYWALL 2XS, ® I'X4' 2X8, ® ❑ SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK PX4' WK2) 3116' TAPCONC W/(2) 3/16' TAPO" P.T. NAILER MIN. SHANK SIZE .148 DOOR CASING MIN S1AdK 61ZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD 612E 300, MIN. EMBEDMENT 1 V4') MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END 4 IB' OZ. MAX DOOR JAMB IN OR WINDOW 4 18' Or— MAX SPACING. ATTACH TO 2X PER ' DOOR JAMS OR WINDOW MANFACTSE6 DETAILS. ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" r11fINDOB TO BLACK +1 1/2" a NOTE, SWIM AS NEEDED TO PLUME! JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" /111INDOlR TO BIACK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" TNNnnw Tn winrrl ia" 7X4, SECURE TO BLOCK W/ 3/16' TAPCON6 MIR SHANK SIZE J48 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' Or— MAX SPACING NOTE, STRUCTURAL 2X MAT BE 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-61IRICTURAL WIM 3/16' TAPCONS 3A6' TAPC.ON MIN 1.1/4' (MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MIR EMBEDMENT I V49 WITHIN 6' OF EACH END 8. CMU 4 ID'Or— MAX SPACING, 1,12' DRYWALL 2X81 ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3AW TAPCON8 DOOR CASING (MIN. SHANK 812E J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 16' Or —MAX SPACING. NOTE, &HM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/4•) hD 7X SECURE TO STRUCTURAL MENDER WK2112d WITHIN 8' OF EACH END 4 6' TO e' O.C. MAX DOOR JA IS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3" F NOTE, SWIM AS NEEDED TO PLUMS JAMS (00 NOT EXCEED 1/47 DOOR JAMB TO BLACK +3 7/18" �D�Ot/ TO BLOCK +3 7/18" 2X4, m SECURE TO BLOCK W/ V4' TAPC4N8 (MIN. 6HANK SIZE .146 MIN. HEAD SIZE 3" MR EMBEDMENT 1 V41) WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NOWSTRUC URA- W/(2) I/4' TAPCONB (MIN 6HIA4C SIZE .148 MIL 3A6* TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK HEAD 61ZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OP EACH END 8, CMU 4 IS' OP. MAX SPACING 112' DRYWALL 2X8, ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) V4' TAPCONS V P.T. X 4' MIN MIN. SWANK SIZE J45 MIN HEAD SIZE "0 MIN. CMBEDMENT I V4') DOOR CASING WITHIN 8. OF EACH END 4 IS' OG MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" �11RNDOW TO BLACK +3 3/4" n AItCHITECT! 6 Grousi In i"i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-77440178 www.a bdesigngroup.com AA S: 0003326 V 14 1 R o� 4 F a SUBDIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT// 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 5 PH PRINT 7/9/21 DATE: SCALE: 1/4"= V— 0" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 10/22/2023 1149&3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 1Z/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5679-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.2 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/32/2023 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 2020(7th EDITION) BUILDING CODE INFORMATION SYSTEM LD W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 rA R C II I T I C TI 6 Design Gr .n . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 y s 04 SUI3DIV. & LOT. 44 SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LAWANA" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL TIN 5 H PREFORMED C0NTPWL. JOINT - FLAW OF CONTROL JOINTS Td 6E UNRED TIED TO LATH • 6' O.C. MAX (VEIN NOi DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. -DEQ)RE CONTROL JOINT OURNG INSTALLATION --\ FASTENERS TO BE SPACED • T' OG MAX VERTICALLY r THIOC, ! COAT CEMENT PLASTER WRB LAYER •2, FOFITFIBER BUILDING PAPER APPROVED METAL LATH PAOT04M *T' (VERT.) O.C. MAX AT SUPPGRTS WRB LAYER -1. STUCCO tURAP WOOD SHEATHING LATH SHALL NOT _ _ ---- me CONTMIOIIS v ro e• 6• ro s• TFIROUGFI CONTROL \ ne JOINTS BUT 814ALL BE STOPPED AND TIED AT EACH E PROVIDE SIDE.2X4PER A6TM C166! BLOCKING PLACED FLAT MAX. 6• TO e• FROM CONTROLJOINT NT PALLS ON L JOINT WHEN NOTEASP STENERS FOR LATH TO W NAILS OR\ / STRUCTURAL STUD STAPLES N COMPLIANCE W/ ASTM CI06! 2. WINE TIES TO BE (NO. 18) VAll WIRE / !. BLOCKING SHOWN MAY BE N ADDITION \ TO WALL STUD$ MOANED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD ItraAlaD . —I ®Mao O L--- ". A 7. areAN . PM. le A arE.eRR . Ff. G ® t. Fold wwra . Fr. A 2. CIPMAt1E . Pt. e 1 CREAM Fr. Pr. C ♦Pao Fr. Co Fr. ! TILL Fr. C Tams I10TTQ1 nANai sn 19 tea, R'NU UATIN Tki MAL. F=' i %' THICK 3 COAT CET'IENr PLASTER (flit"A VY 2 COAT Celwr M."TOe (cm UPS LATER -2. PORTFIBER BUILDING PAPER m m aLY2 Ulm LAYER -1. STUCCO URAP(pi acy) ov W.0 rLAeNNn C-aa n_A6(NIo (tteR Nam, APPROVED BUILDNG WRAP SHALL DE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E 6' NIOItlZONTAL LAPS. ALL SEAMS NEED TO OTLAI WITH FORTIBER SHEATH MN LAP • P X X NMQaL tltlTALL KIOOar WAU wn o =I "I lT Irfat)r aL4Ll aI1NLPeRcrww LATH VERTICAL LAP TO BE 1' n Jc�rJl —1 METAL LATH IT I UPS LAYER 9, I STUCCO WRAP 6' MN FAPI!R Y / UA® LAYER 4, FORTFIBER BUILDING PAPER J� 2 "'FAUR LAP BGALE.IIn'.I'-0' T nN LAM LAM, 4. - ALL LAP VERTICAL & PAPER LATH DETAIL WOOD NOTE, emill SIDE LAPS OF METAL PLASTER BASES SHALL DE SECURED TO BUILDI FRA MIM MEMBERS. PAPEF THEY SMALL BE TIED BETWEEN SUPPORTS WTH 0041111 (NMI-M M) STUCO WRE AT INTERVALS NOT MORE THAN 6' (226-MM). AS PER ASTM C1063. ® K I C KO UT FoiR `REPAIR OF TEARS WRB LAYERS, TEARS DETAIL M MAY BE PATCHED UUA40U6E WRAP TAPE PERM~ WE OR PEEL E STICK MAL (tMNo m il' THICK ! COAT CEMENT PLASTER METAL LATH WIRE LAYER -2, FORTFIM]t BUILDING PAPER WRB LAYER -1. STUCCO WRAP 6WEAT14NO INSTALL FASTENERS (CLIPS: STRAPS, STAPLES) AS REQUIRED To SECURE PIPE/ URN TO FRAMING URB LAYER 4, FORTIFIBER EUILDNS PAPER PETAL LATH 6'F6' SELF -ADHERING MEMBRANE PLASHING OVER 4'F4' SELF-ADWRItM MEMBRANE ILA814NM OVER APPROVED 4'a4' SELF-ADMP NG MIEM DRAM FLASHING OVER APPROVED IIWSE WRAP. PLA6NNC. TO EXTEND ONTO PIPE CONT. DEAD OF SEALANT AIR STUCCO/ SECTION c to Etarro E dor � NrEMYn Exterl Laia of poIt a Cement plaster shall comply with the app92&1n requlromeme of ASTM C 828-1Sb. Irrclellatlon of exterior WN%AM framing shall comply with ASTM C 101&19., or ASTM 1787, 4'x4' SELP-ADHERING MEI'IDNA E FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4' APPROVED HOUSE WRAP FLASHING i0 EXTEND ONTO PIPE I. OR LESS PIPE PENETRATION CUT HORIZONTAL LATH I : �NT.5, & PAPER DETAIL WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFNIALL SCREED ? 5'X5' 'L' TYPE CONTINUOUS E z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 6'x&' SELF -ADHERING MEMORIAM FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHNIS OVER APPROVED HOUSE WRAP. PLASHING rO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF 6ELF-ADHERING MEMBRANE FLAGMM LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) LURE LAYER *2 (FORTIFI5ER — ...... — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R7I031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T R 74 6 Design Grou Una. 1441 N. RONALD RE IBAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 >c q k O ti SUHDIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL.* a2045—LA"ANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAI k50APHhA r"!,•TN N•I' 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET WA1 INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLABHMG TO BE: 1. BOTTOM. 2. SIDES. 3. TOP OVER TOP SIDES VENT CAP 18 TO BE SET IN BED SELF WOOD SHEATHING ..�-� OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT IS TO BE UNIT ST C LAYER 01, I TOOLED SO AS TO DEFLECT S , WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND PREMANUF. DRYER III VENT -APPLY SEALANT ALL VENT CAP (SET IN WR5 LAYER 02, FORTIF15ER '-. �, JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF CONT. SEALANT) BUILDING PAPER BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING • JOINT SEALANT • I I ALL AROUND TOP r SIDES �� THICK, 3 COAT CEMENT WOOD SHEATHING I PER SECTION R703.7 PLASTER LAYER -1, 1 Ex*W lethina and plastering STUCCO WRAP BAGGER ROD Exterior use of portland cement plaster shall comply with the application DRYER VENT (BLOCK) Sb' TO 7a' MID -WALL LAYER @, FORTIFIBER BUILDMG PAPER X, requirements of ASTM C 926-18b. 6 B WEEP SCREED METALLATT14 ,.K Installation of exterior lathing and framing WOOD RlCTION MIIED , + TIDED shall comply with ASTM C 1063-19a, y/-RAPIST or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOOD ST RUCTURAL WRB LAYER -1,iT.�-- : X• FLASHING v Q'A) MEMBER T' OL. MAX STUCCO WRAP HOODED VENT BUILDING PAPER 'QUICK i` ` FRAMED LL EEP THICK, 3 COAT CEMENT OVER OVER RASH' r —1 WALL 1 aNCREED PLASTER METAL LATH _ _ HORIZONTAL WEEP SCREED `•' = E� WRB LAYER -2. FORTIFIBER PIPE THROUGH / WALL FRAME TO FRAME z. &' WIDE STRIP SELF BUILDING PAPER ADHESVVE FLASHING, CLEAN WOOD SHEATHING MASONRY BEFORE APMYMG MASONRY DRYER VENT (FRAME) vx; TEXTURED FINISH. MASONRY 6 61 SELFADHESIVEL FLABHINfa (INSTAL FL HORIZONTAL WEEP SCREED PER MANUF. SPECS.) �B (FRAME TO BLOCK BUILDING PAPER WOOD SHEATHING / LAYER'), UNDER 'QUICK FLASH' LAYER -2, FORTIF15ER ff_,_BUILDING PAPER CONSTUCTION —METAL LATH a' CM1 VINYL CASING BEAD 6' RAISED BAND 76' t0 K' MID -WALL CEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WR5 LAYER al, STUCCO WRAP) WR5 LAYER 1*2 (FORTIFI5ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A VENT PENETRATION SCALE: N.Th. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT e 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I �ELEG. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND 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 COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN STIJOW WRAP APPROVED HOUSEWRAP 477 FOR BOX INSTALLATION CUT 'X' INTO X WR5 LAYER "I, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WR5 LAYER -1 STEP #1 STEP 02 APPROVED HOUSEWRAP WR5 LAYER "I, BELOW STUCCO WRAP GUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP UlR5 LAYER 02, FORTIP15ER BUILDING PAPER STEP #3 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) STEP #5 STEP #� nELECTRICAL RECEPTACLE LATH A I C II I T! 6 T I Design Grouirinc. 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407.774.8078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 rn b 0 O eF C SUHDIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045—UNTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAI 50 PH XP. WOOD CONSTRUCTION I% HAT CHANNEL TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M. STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER WRB LAYER M, STUCCO WRAP AMICO AM66-UPU C-180 CUSTOM CASING BEAD NO GAP IN FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. 1 nOA SCALE: 1 IR' • I'-0' EXT, WOOD FRAMED WALL .WRB LAYER M, SUB -FLOOR DECKW. STUCCO WRAP WR I5 LAYER -2, FORTIFIBER PIE-EN's'D TRIM — BUILDINIC• PAPER _ WEATHER RESISTIVE a' THICK, 3 COAT CEMENT R ER 1 PLASTER MATI E //�{i6' S.AF. •TOP OF WEEP SCREED TNIGO, 3 CEMEPIY II, \11 TO SHEATHING BEHIND WEEP SCREED PLASTER DI 4' POSITIVE DRAM METAL LATH WEEP SCREED WOOD BNEATNMG l2 z Y; GAP FOR BACKER 6' SELF-ADNEREMG EXTERIOR GRADE Imo, WALL ROD ! SEALANT- -"—FLASHING WRAPPED • TOP OF WEEP SCREED , TO BREATHING BELOW .,L' POSITIVE MED ,CEP prae_ _ _ __ P' THICK, 3 GOAT CEMENT PLASTER VINYL CORNER READ VINYL CASING BEAD ` WRB LAYER h, STUCCO WRAP NO GAP IN FIELD (SROUN FOR CLARIFICATION CF SEPARATE ACCESSORIES ONLY) VINYL CASING BEAD TER LA ER (2 LAYER R !PEE 4 STICK) ' WRB LAYER 4, FORTIFIBER m BUILDING PAPER I : W SELF-AD14EREING FLASHING WRAPPED j • CORNER OF CANTILEVER 0 ANTILEVER DRIP EDGE FINISH LAYER !2 LAYER 3' X 3' 26 GA GALV. FMETAL DRIP EDGE PEEL 4 LAYER _ SET M FULL BED OF 6' PEEL ! SEALANT, MIN. STICK •DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y; GAP FOR BACKER NOTE: I A XI % P.T, OR SIMULATED !COD 4 SEALANT (TREX)FILLER METAL LATH: LATH TO BE PER SECTION COOD CONTNJOUS VINYL CdSIiNC• BEAD R103.1,1 / A5TM C-541-14a, MIN. 2B LBS. AYER'�LAY R IPEEL 4 BARRIER PER 50. YARD (UTILITY OR NOMINAL STICK) WRAPPED FI'OfX1 BALCONY DECK TO -� ` WEATHER RESISTIVE 6ARHER 4 CANTILEVER LATH DOES NOT MEET SPECIFICATIONS) 6' PEEL 4 STICK • DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP BUD FLOOR EDGE WOOD CONSTRUCTION ®® 3' X 3' 26 GA C.ALV. METAL DRIP EDGE - SET M PULL BED OF WEATHER RESISTIVE 1)PXI % P.T. OR SIMULATE SEALANT,)S' MIN BARRIER h WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT WEATHER RESISTIVE CONTINUOUSVINYL O TREX PACE TCASING BEAD HAT CHANNEL RI BARER 4 Y; GAP FOR BACKE ROD 4 SEALANT WATER PROOPMG 6t FINISH LAYER (2 LAYER LAYER (2 LAYER FEEL 4 VINYL G.A9WNC• BEAD i' THICK, 3 COAT CEMENT PEEL 4 STICK) 3/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT CHANNEL CANTILEVER j' THICK, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING PLASTER TAL LAT14 FINISH 5/8'TYPE WOOD SHEATHING THICK 3 COAT CEMENT (2) 2x12 HEADER WrtEXTU WEATHER RESISTIVE WEATHER •1 PLASTER FINISH WEATHER RESISTIVE J' THICK BARRIER n VINYL CORNER BEAD 4' POSITIVE DRAIN "FPP w.s9 n PLASTE 'VINYL r_b_mo :=,N 4' POSITIVE DRAIN :I—EP I!'.CCEn VINYL CABMC• BEADGAP IN PIELD 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER '4 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION 7LUMN SHEATHING :ATHER RESISTIVE AR�RIER -1 9ATHER RESISTIVE ARRIER !2 e.AF. \ -EEL ! STICK I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I $' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)J' MIN. SPACE FROM DRIP FACE TO TREX �— \PEEL ! STICK SUB FLOOR--, I Yj'XI Yj' P.T. OR SIMULATED WOOD (TREX) FILLER coNnNuouB Y; GAP FOR SEALANT OPT. BACKER ROD. MODIFIED W 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER h WEATHER RESISTIVE CARRIER 4 :X LUI-OR COLUMN I LEGEND COLUMN SHEATHING 6' SAP. I YaN3•'L' FLASHING DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF CST LAYER 61, STUCCO WRAP) I h' X 3' 26 GA. GALV. METAL DRIP EDGE WRB LAYER M2 (FORTIFIBER - - - - - SET M FULL BED OF SEALANT,)S'MIN. BUILDING PAPER) SPACE FROM DRIP FACE TO TREX VMYL CASMC,) BEAD METAL LATH x—x—x—x WATER PROOFING Ist LAYER (2! 2WRAPPPED PEEL FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR '1/16' ZIP WALL �' THICK 3 GOAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHE5IVE FLASHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF ANY CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE: NTB WOOD SHEATHING 2x FRAMING MEMBER k THICK, 3 COAT CEMENT PLASTER FASTENED TO SHEATHING • 1' O.C. MAX C WRB LAYER 9, STUCCO WRAP WOOD BREATHING METAL LATH U1R5 LAYER 9, FORTIFIBER BUILDING PAPER 1TA CORNER BEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING A 7 O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD (E) BLOCK WRB LAYER 41, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER------, METAL LATH J' THICK, 3 COAT CEMENT PLASTER VSELF-ADHERING— FLASHING i WINDOW) FLANGE WRB LAY BUILDING METAL L> J' THICK, PLASTER h'SELF-, FLASHINI DRIP C WINDOW 15B CASING BEAD Ca? WINDOW ( FRAME, NO BAND) SHEATHING tWRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) A R C B I T! C T S 6 GrMDesign o s nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 000332B !�4 �m 0 4 F a STJBDIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT 03719.001-18161 MODEL: "2045-USTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 H EYA 11,2,WA3 INT 7/9/21 DATE: SCALE: 1/4"=1'— 0" SHEET WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER ,)METAL LATH —� THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER "2, F-ORTIF15ER I BUILDING PAPER METAL LATH SEXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER fl, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) WOOD SHEATH METAL LATH WR5 01, STUCCOYER WRAP , WOOD SHEATHING; WRB LAYER 02, FORTIF15ER BUILDING PAPER i WRB LAYER 01, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER ; ; WRB LAYER "2, FORTIF15ER VINYL ANGLED ,. BUILDING PAPER CASING BEAD VINYL CASI�BE� , METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD C9) RAISED 17 A BAND (FRAME) SCALE: I I/2' • I'-0' IX TRIM MEMBER ® STUCCO TO SIDING TRANSITION SIDING WRB LAYER fl, STUCCO WRAP Ys' GAP TYP fA��REIMAD THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP CASING BEAD &' SELF -ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SFEiATMMG- WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 4 X.' X"t Yl� SIDM wSELrt-AD HERIIJG STARTER 6lWP—N —T GALV'D METAL J W rLA6HING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING \ I i WING �-- HERMG ATHER RESISTIVE RRIERATHERRESISTIVEBARRIER 9WOE �jm FLASHING. GALVD PETAL W FLASHMG OR / I Y' X •' BI LATW WIbOD TOM MENDER \y / oR APPROVE SEALWAC^LK, AW Mesa — — SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTR)CTION —` BEYOND WOOD 6 EATNMO WEATHER RESISTIVE BARRIER'( )FATHER RESISTIVE —� BARRIER 9 RE AL eIDMG� &'SELF -ADHERING —� FLAeHnaG STARTER STRIP—�/ GA ND METAL--- P FLASHING IWY X 6TRIM MEMBER (WA6'FLEXIBLE PVC BACKER ROD) e' SELF-ADFERMG_/ 7R.AeHING CE'ENT PLASTER WEATHER RESISTIVE DARRIER N / WEATHER REINSTP EJ BARRIER 4 N�1 00� 4 �- rLA614W. RING WEATHER RESISTIVE \ BARRIER -1 TO LAP \ i' MIN. ABOVE TOP OF W FLASHING —1 �-WEATHER RESISTIVE BARRIER'( WEATHER RESISTIVE / BARRIER 4 GALV'D METAL I' FLASHING •' I MIll.ATED TRIM MENDER WEATHER RESISTIVE BARRIER N (WV%* FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO `-WEAKER IIlESIeTIVE 0 FRAME TO FRAME 19 TRANSITION SEALANT x—x—x—x J' THICK, 3 COAT CEMENT PLASTER METAL LATH a WRB LAYER 02, FORTIF15ER BUILDING PAPER E-ZBEAD VINYL CASING (W/3/e' FLEXIBLE PVC BACKER ROD) WRB LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP Y4' GAP TYP THICK, 3 COAT CEMENT :ASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) APPLY FULL BED OF SEALANT BETWEEN FLAME 4 BUILDING WRAP 6_)EZ BEAD WINDOW CASING A N C N I T! C T S Design Grol ne. 1441 N. KUNALU KLAUAN tlLVU. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J 8 0 a 0 E a A gig SUBDIV. 8e LOT: SILVERADO LOT #18 BLK #16 PROJECT/ 03719.001-18161 MODEL "2045-UNTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY D AI 50 PRINT 7 9 21 DATE: sc ALE: 1/4"= l'-0" SHEET WA4 CARE SHOULD fiE TAKEN IN KEEPING TIE PROPERLY Tr , NAIL D.VENTPIPEISSEALEDIFUTIUZEO.NAILINPUCE SMONM IN 4' GALVANZED UEIW USING 1-TM' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD IIE APPLIED TO ALL SHINGLE EDDE9 NEAR THE LH"ARALPE CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETERAS RECOMMENDED IN NFAT£R WASTAL SHEAT IAEOHAN MlCE'ATHTHE CONSTRUCTON ZONES. ZONES. SHG.SIZETTHE EVE TA CHARTSIIONN.IN THE EVENTA MEDNNCAL VEIN FAN IS VENT SIZE THEVENTOPENINGINACCORDANCE MATH VENT FAN MANUFAC11A2E'9 PIPING CONNECnON INS O DONOT CUT OUTI DNOINTOIRU9SE5 DR RAFlER6 ,MEN WTRNO ME OPENING IN THE ROOF. SI RE IOAVEINTERFERING SHINGLENMLSAROUNDTHE PERIMETER OF THE DPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FIAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANDES OF THE VENT UP AND UNDER SHINGLES. ALLOW NINE 601TOM VENT FIANCES TO UV ON TIE TOP OF THE SHINGlE6, IF e�n� ROOF HOOD VENT DETAIL SCALE, INTO CUT HOU&EUIIIA AT 1&• ANGLE MOORED 11• C N HOUDV P APPROVED NOU6E1011AP OVER NEATI-IMG OVER W STUD WALL STEP 1 EMEND 611.1. IG MIN 1• EXMV SILL \7/` R-EXISLE ILA611ENG DO NCT SEAL BOTTOM PIN STEP 6 TEMPORAIISLY FOLD -UP 1 6EC HOIIIEURAP f0 TUCK MAP UNC N MAD FOLD HOU6lW N AT JAMS6 A GLOM SILL R INSTALL S' SELF-ADINERM PLAS14M OVER VNTL HEAD FLASHING (W[ N END DAM&) NAILING ILANW EM@1D FLAGWIIS I -MI6 FLANN D 1' MM BEYOND JAI"E! FLANKING "TALL VINYL DRIP CAP ASPHALTPLASTCCEMENT MOLDEDAROUNDBASE OF PIPE AND OVER FIANCE yy1�� MN ALIGN PLA61 M W/ W. EDGE OF 61LL RO. 11ECHANKALLY FASTEN PANNED ECGEO. (CAP NAIL6. STAPLES) M6TALL DUPONT KADG RM AS TN PLANNING AT T1E POLO HOUIV~ DORN 1 TAPE DIAI34NAL CUT ACRO66 HEAD Or WINDOW PLUMBING VENT DETAILS SCALE. WS IPPLY %. NICK * &EALANT AT AMS6 AND HEAD IF IPPI-Y TO SACK OF BNDOW NARING LANGN N LIE UV R!-PNCIED I01.E6 OR &Lam INSTALL S• UPC ADHENVE — BACKED FLEXIBLE K A04MD KATERA. OVER DRP CAP JOINT (PRDICCTO-URAP BT-2004. a EGTW) STEP 7 1"� STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 STEP 9 CVER JOINT CENTERLINE FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NT& APPLY 061 NBU f0 EOIALJ SEALANT 1 FLUID APPLIED FLASHING fLANCO UNITE -SEAL PC -ad OR EGAIAL). SLOPE SILL TO EX bigm I. IT IS THE CONTACTORS REOPONSISILTY TO VERIFY THE COMPATMILITT OF ALL PRODUCTS INCLUDING NCVBEURAP. SEALANT6 4SELF-APHMW40 PLANING MATERIAL&USED DURING CONSTRICTION 2. "TALL ALL MATERAL6 PER MAN,FACTUfER& UBTTEN SPECFICATION6 WARNNQ,. SEALANTS MAY REACT ADVERSELY F NOT CMIPATIBILS. LEAN AND SEAL JAMB TO BILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION 15ELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT Nam, L IT 16 TWO CONTACTORD RESP"ISILTY TO VERIFY THIE C4•UPA7IGLITY OF ALL PRODUCTS NCLUDNG 6EALANM ASELF-ADIERMG FLA&HMCs MATERAL6 USED DURING CONSTRICTION 2. PL4614MG AT EXTERIOR UBOCUS AND DOOR CPENMG6 6WALL SE INSTALLED N ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF MC IW10SA U N ACCORDANCE UST, FENESTRATION Mo. PACTURER6 INSTALLATION AND FLASHING N6TRUCTICN6. WAEIEiOL SEALANTS MAY REACT ADVERSELY IP NOT C011PAi1SLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS A R C N I T E C T E 6 �.n PH: 407-774�078 FAX 407-71 07. www.abdesigngroup.eom AA #: 0003325 h a V 0 a h O R / ]] I/V TEXTURED /----- ---------- —"------. ..I FFINISH •TURED WOOD, IR' TEX.CMU CM � ` � , NISH - -- 2x(,,SUB-BANb W/I'x4' NOTCH A METAL LATH r - - END, WRAPPED IN rL / �' WOOD BHEATHI METAL FASCIA WRAP :1 NCs PEEL t STICK ]] OR Cm 1 l U1R5 LAYER h, DRIP EDGE 1\ — �. STUCCO WRAPIFRAME ONLY) I I\ k WR5 LAYER 4, FORTIFIISER l/S' TEXTURED BUILDIPAPER F-------------------------------------- I \-•------ (FRAME ONLY) I \\ NG I I/8- FINISH IV WOOD I \ 2X6 sue BAND 1/2' TEXTURED I \ ROOFING CEMENT \\ a FINISH 0 CMU j \ DRIP EDGE \ \ METAL FASCIA \ METAL KICK OUT ©FLAN 5 WRAP Ya' FROM \ STUCCO, I' FROM \\ a WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ d. NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY k ROOF KICK OUT REMOVED FOR CLARITY \ ROOF DECK(BEYOND) \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) "1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED , / FINISH 0 CMU / 2x6 SUB -BAND W/1'x4' NOTCH 6 END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©FLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-V O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK-OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAYx4' NOTCH 0 END, WRAPPED IN PEEL t STICK *ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAYx4' NOTCH A END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY R c N I T e c T a 6 Design Group"(.. 11 N. RONALD REAGAN SU LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.com AA#: 0003325 y 8 0 E 3 SUHDIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT L ALL MBLY AI H TE-1 � TE-1 L FF2-24X2 X2 4 3 1 M-i6X18 1 F2-24X24 1.1 \1; 1A wl 1.1 4" CONC. O w w l ` q Y a I SLAB I *3 1/2" 1.1 X FM-18X18 V ILL 4„ PVC `��1 B,_2�� 4'-4"7,-0„ iro CHASEN" � I M I I I I ``� TOP OF TE-1 — SLAB Z o ,n-31/2 a N m J 1" PVC CHASE x I— TE-1 FOR ELEC. @ im 12 � ISLANDI F I I I I I I I 16-6" ``1 23'-6" uO1i I 4 TE-1 1 � r w EXTEND IL6 SLAB 1 1/2" I . N M L — TE-1— I 8 6'-8" 5'-4" 4'-10" 2'-8" 4" I I *:3 1/2" IF I I cq Ix x I I EXTEND — SLAB 1 1/2" ___—� N 1i Ig L 4" CONC.I I "4'-6' I W Ilaw SLAB I I Q0- 31/2" I 1.1 y 1.1 I m I 4„ 5, 2„ 4„ m I TE-1 ILL I *-51/2" I F2-24X24 1 1 I FMC-16X18 1.1 1 7 FMG16X18 � — FM-16X18 J FM-16X18 c 4 4 2'-7" 160" 2 7" 4'-4" I. 8'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'4", SEE SURVEY PLOT FOR NAVO. 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.OINDICATES #5 BAR, IIINDICATES #6 BAR,I♦NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 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 TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER ] OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION DOWEL LEGEND © B'xS' MASONRY COLUMN W/ (2) WS ARE DESIGNED TO BE PLACED N CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN W/ 93 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB I THICKNESS I REINF, REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16k18 16, CONTINUOUS 18" - (2)#5's FMC-16x18 16, CONTINUOUS 18" - ( s #51N CURB VARIES F-2424 24" 24" 17' () s () s - (+)0"-0' TEA 8" SEE PLAN S' - e #51N CURB (-)0'-0" F1-30X30 30" 30" 12" (3) #5'S s F1-42X42 42' 47' 12" (3) #6'S O 7 S F2-24X24 24' 24" 1T (2)#5'S (2TWS FOUNDATION PLAN SCALE: 1/4" - V-0" I R C N IT E C T 1 6 GrDe 11n 41 N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F4 oN U Aot 4 R SUHDIV. & MT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL.- "2045-LANTANA" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 50 PH 30" MIN. EACH WAY MONOLITHIC FOOTING Z Iv Z STEEL REINFORCING IN GROUTED �' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q 4. O CELL SEE PLAN FOR SIZE AND 11 a SPACING REQUIREMENTS �� SPACING REQUIREMENTS P•- T- �W W �� a N a 6 r FM a0 0) Z 8" CMU WALL O 8" CMU WALL r I CORNER BARS, SAME SIZE AS LARGER BAR - Z I IN FOUNDATION WITH 30" LEG EACH 9 WAY AT ALL CHANGES IN DIRECTIONS e TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS I MATCH AMOUNT OF CONTINUOUS BARS EX T PORCH SLAB • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4 CHAMFER (1 STORY) ; -• - VARI S SEE SLAB SCHEDULE TOP OF GARAGE LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 12' ISOLATION JOINT (WHERE • "a • -� 6" CHAMFER (2-STORY) #3 18" #4 24" EXT. PORCH SLAB Wl 112, ISOLATION 4" CHAMFER (1STORY) e 6" CHAMFER (2-STORY) APPLICABLE) z SEE SCHEDULE #5 30" JOINT (WHERE -. • i EESCHEDULE FOR WXD, BAR SIZE APPLICABLE) Z 4. FOR WXD, BAR SIZE - WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i` 36„ AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42" iN NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO-FOOTINGr„�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 L SCALE:3/4"=1'-a' GARAGE SCALE:3/4"=1'-a' CORNER BARS DETAIL GARAGE DOOR LAP TOP PLATE A MIN. OF 48" RECESS AND NAIL W/ 16d COMMON QJ NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 0 8" LAP TO OCCUR OVER STUD OF WALL W/ PLAN W W W =UU N N W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING lD o a I WALL W/ SYP No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ CURB FOR MASONRY MASONRY S U) NEW REINF. BAR C a SECURED W/ 2- PART g SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ Z' TO BEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH UNITS ET � 1,0" AT ELEV: 2" CAPPED GALVANIZED PIPE a I EPDXY. MIN. EMBED Q 8", LINO EPDXY St/2' EMBED. MIN. 0 16" OC SIMPSON SPH4 OR SPH6 MAX. 0'-0" W/FLANGE 0 BASE 0 FOLLOW ALL MANK BTM AND TOP PLATE U 0_ SPECIFICATIONS FOR ANCHORS W/ 10d x 1 12" o = USE AND COMMON NAILS FILL ALL 4" 4" PREPARATION OF HOLES, DO NOT USE 10d W Z 0_ HOLE. x 3" w SLAB SCHEDULE SECURE a RECESS AROUND GARAGE TSLAB APCON/(S) 1/4" X 21/4" 1 o O}' [SEE +- a_0 DOOR OPENING TQPQF6LA8 �.. ; a 4 PQ� < SCALE: 3/4"=1'-0" 4"CHAMFER (iSTORY) ° s 6" CHAMFER(2STORY) -• ° ` •° LAP TOP PLATE A MIN. OF 48" EQ. EQ. SEE SCHEDULE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT FOR WXD, BAR SIZE LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING BOLLARD MONOLITHIC FOUNDATION WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 5 6 SCALE:34"=1'-0" (W/UPLIFT) BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. W LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON SLAB SCHEDULE Q NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED [SEE +- a LAP TO OCCUR OVER STUD - OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND TOP OF SLAB SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z .�,_ e _ WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL ea • s ° PROVIDE DBL. TOP PLATE 16" O/C STAGGERED, a Q W ADDITIONAL METAL m U EQ. EQ. EE SCHEDULE CONNECTORS NOT a FOR MD, BAR SIZE REQUIRED WHEN NO UPLIFT IS PRESENT. O V) 8" CMU WALL AND BAR QUANTITY o'-a'POURE LINTEL CONT. �' Q INTERIOR CURB FOUNDATION WOOD WALL ,' 8" CMUDFILLED _ - - • � � �• TOP OF SLAB I v SCALE'3/4"-1'-0' (NO UPLIFT) SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0" SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB Z r MINIMUM EMBEDMENT INTO "!_ g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND . °•y CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX -�� POURED MONOLITHICALLY WITH < - - FOUNDATION AND SLAB e' VARIES e' SEE SCHEDULE SEE SCHEDULE WXD, BAR SIZE a FOR MD, BAR SIZE 3'43'FOR -AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALLCOMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO (NO UPLIFT) �A FOOTING AND COL. PAD � �� BLOCK WALL CONNECTIONSCALE: 3l4"=1' 0" � /# I I SCALE: 3/4"=1'-0" !U 9-. SHOWER RECESS FOOTER S12 SCALE: 1"=1'-O" A N C N I T! C T 5 5 Design Grou .! 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 >C y v 2 rn O ti a 23' 8" DOWEL PLAN SCALE: 1/4" = 1'-0" �ARCN IT E C T 8 Design Grou ��a. 1441 N. RONALD REAGAN BLVD. LONGW00D, FL32760 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA S: 0003325 A q� O u 0 N O ti �F 1 TIE VERTICAL REBAR TO HORIZONTAL REBAR W! 10" HOOK GROUTED BOND BE AM VARIES PER ELEV. Z_ � a • a< s a. fV D I a CLEAN OUT REQUIRED Q FOR INSPECTION - 0'-0" FIN. FLR. •a TIE ERTICAL R. n • TO HORIZONTAL a.< REBAR W/10"HOOK BAR SIZE I 48 BAR DIA. Z W #3 IS, 04 24" M U #5 3U' #8 36 #7 4r' HORIZONTAUVERTICAL 4 REINFORCING 8"x8" MASONRY COLUMN W! (2) #51S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 ao ❑ © � DOWEL IN FOUNDATION. � 8 (':"�DOUBLE FILLED CELL Y SCALE: 314"=1' O" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 21t" HORIZONTAL/VERTICAL #5 i30 REINFORCING #7 34r. L SCALE: 3/4"=1'-0" #5 BARS a m-1 z Eli-j � 1 0 CMU UNIT DIMENSIONS ap ARE NOMINAL SIZES oon / MASONRY SYMBOLS �K 3 SCALE:3/4"=T-0" A R C N I T E C T N GIFuSff ,n LONG OD, FL3275O PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 y 8 0 3 GENERALNOTES 1.)COGES i.1 FLORIOA BUILDNG CODE M EDIT OIX , 20211 RESIDENTAL SECTIONS R102.2 & R606. 13 FLORIDA BL1LDING CODE, ]M EDITION, 2020 BUILDING, SECTIONS 10012 & 2101. 13 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AC1318-14). 1.4 BUILDING CODE REOUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (1M6 402I60 -16) 15 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 2)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3.1.1 PRECAST NFSTANOMDREINFORCEMENTJOW PSI MIN. 2.1 2 PRECAST WIPRESTRESS REINFOROEMENT6 PSI 2,13 GROUT PER ASTM 3- MI WI MAX. IB' AGGREGATE, III- 11-SLMP. 22 REINFOROINO EARS: 2.2.1 STF.ELIMACEDINPREC TLINTELATTMEOFFABRICATON ATEE A8161NTEL A(GRADE BO) 22.2 STEELINLm,m(RADE WTBLOCK (PLACEDIN FIELD) ASM A61YM1FA (GRADE 40). 2 3 PRESTRESS 6TRCEME N IN CCO DAN E, STRESS RE18.14. ]0 K31 2A 00NODETAREINFORCEATIO IN SHALL COMPLYCE T11AOIST N 21 D4.5 WREIPER ASTATONSSHALL COMPLY MATH Ad STANDARDS, 2B D1.S HIRE PER ASTM A108UA1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS COMPRESSIVE SHALL CONFORM TO A6TM CAD, NORMAL WEIGHT WITH MIMMLM SNET HALL C A COMPRESSIVE STRENGTH 2O00P R 32 MORTAR MORTAR JOINTS TO REQUIRED C-2T0 TYPE T.Y OR 5' 3.4 N"UM AGGREGATE GGREINTEAREREWIRED 3.9 :E ass AGGRBGA 2M PSI, CASONRY ST E STRESTRENGTH $ H OF ALL BE ES AND MORSHED BY THE NOT SE LESS THAN FM"2000 P61. MASONRY 9TRENOTH PRINCE BE ESTABLISHED BY THE UNIT STRENGTHNTSHAVOR,TBENMET. LY, BY THE 'PRISM TESTMEfIgD-Nf1ERE USM REWIREMENTS HNVE NOTBEEN MET. ry sTRucnRAL: 41 SAFE LOASUE BE INi OF C MR FLORIDA BUILDING CODE NG OF B' ON, 2M MINBAIM ACCEPTABLE BEARING OF 4" PER FL DING BUILDING CODE EDITION. MH 0 BULG O, S RE8I N 2-1, SECTIOND VAL.3ORFLORIDAASED ON SLILDRATIONAL ATIONAL ESI TII1ALSISPER AO 1B-I4 SECTION 21016 43 SAFE DESIGNER VPLUESBASED ON RIITONPIOEBION ANALYSIS $MEI31&11A SB M2-18 /.3 DESIGNER MAV EVALWTE CONCENTRATED LOADS FROM AT SAFE LOID TNBLES BV CALCULATING SUPPORT. RESISTING MOMEIR AND SHEAR AT4 dSTANCE AWAY FROM THE FACE OF THE SUPPORT. 9.1 FOR UNIE NE(1)NVE68'OROREATEREQUIR DAT EA EACH FLID Uh GRWiANO MINIMUM ONE(T/6VERTER THAN IS- REQUIRED AT FACT END OFTHE UNTEL. 96 LINTELS THAT ARE GREATER TLW 2 DAYS CLEAR SPAN MUST BE MENT. ED TENPORMY SWPORT, NOT BE REMOVED UNTIL 2 DAY6 AFTER GROUT PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 101,03 NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (6) 10d x 1 12" HDG NAILS, WOOD TO MOD: SIMPSON H10A OR LGT2 W/ 10dx 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 9. 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 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF POWDER ACCTUATED FASTENER, ZF 72 PBS36 17T ' -X 27/8LONG, WITH WASHER Q 16' O C, 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK O (2) 2X12 BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM I B.O.L.= BOTTOM OF LINTEL /T.O.A. =TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH ENO, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pql) WxHZE ' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 6"XB" (1y/f5 GROUTED SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xB"" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xlT RECESS DOOR HEADERR .E 121 w.6 WIRE 12I6n.6 (21 w.5 N1RE (2lw R)wswME (L)He.6 RI w.5 N1PE R)Ne. (2)-WIRE mw.3 (2)-RE mN6. 121-WRE R)-3 RIw.6wRE 121w.6wwE 0).e 121w.6w1PE (2)Ne. 121w.6wRE m 1 RIw.5- (nw M. WIRE 11)w I2Iw.61ft R) I (2)w.swwE Mw '4.- wN.,.. RI w.6wmE (2, No.a RI w.5 wRE I2)Ro.4 GRAVITY & UPLIFT SAFE LOADS 8"xl6" RECESS DOOR HEADER LOADS 8"x32' RECESS DOOR HEADER MMOR EN mm ®®®®®® ®IIIIIIINNC� m ia�a�a�aamam:�a>�®�v� �m��a�mmmm -- - - - - - - - - - - - - - - - - - - - m - - - - - - - - ------------m------- DO I J.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL EL. 9'-4" MISA T/OMM B 13'4" 8F16-IT/OM/OB 10'1" 4* 4# 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4k`♦ i ` I a 1 I00 1 ---� 1 1 ♦` i 1 `♦ 1 1 1 1 1 `♦ 1 1 ♦ 1 1 ♦ 1 1 `♦ 1 1 V 1 1 1 1 i 1 1 I 1 1 1 8F16-lT/OM/OB 1 1 1 I ♦ 1 c J* 8Fl6-1T/0M/0B `♦ 1 1 5-10 ` 1 1 1 1 1 -------------- ____i LIFT BEAM PLAN A a C N I T E C T a Groin. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 Mrww.aW-'gngroup.cdm AA #: 0003325 N O� U b v E SUHDIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL D2045-LANTANA° GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN 5 H EA r =1ERP °el 11. .6 8A� I • I RINT 7/9/21 ATE:CALE: 1/4"=1'-0" HEET s2 #5 CORNER BAR W/ W' LAP FOR EACH COURSE OF BOND BEAEA M VERTICAL REBAR W/ 10" HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP.eke" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1tS 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 1#5 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8'k18' �p OJ�FIP\ / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND S PLACED. THE STEEL / REINFORCING ORB THE O TOM BOND BEAM IEAM IS OMITTED AND A S EL I TO BE CONTINUOUS THROUGH THE , 1aY5 / TOP OF THE LINTEL. A �Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. = QQS' fT�G� 8x16 DBL. BOND TOP OF BEAM W/(1)#5BAR BOND BEAM EACH COURSE •\p�N G Bx8 BOND BEAMT TOP F 30" TYPICAL • GQ��\� W/(1)iR5BAR .i BOND BEAM WD/GROUT GROUT SOLID FRTOP I .�\aG� U = UNFILLED #5 BAR IN BOND BEAM \� NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND gEAM, IF FILLED BEAM COURSESEE NOTE 5 6-1 T/1 Bx8 PRE -CAST CNOMINAL—� LINTEL W/ (1) #5 HEIGHT #OF#5'S,TOP LENGTH OF BAR OF MASONRY OPENING-2"CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/ MIOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST C AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERITIS THIS ENGINEER'S INTENTAND XUXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOTOP LINTEL OF OPENING AND XUXX-1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (IK SHANK SIZE.145 MIN HEA WINDOW SIZE.300 MIN EMBEDME SINGLE BOND BEAM 114") 8" FROM EACH END AT LOWER ELEVATION 16' O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT ASSHOWN 319' � 2X6(MIN 2 X 3)2-3116 TAP PRE-CAST -:4 OR DRIVE PIN (MIN SHAN WINDOW SIZE.145 MIN HEAD SIZE SILL MIN EMBEDMENT 1 1/4") SLOPE FROMEACH END AND 1B EACH 70 6` O.C. MIN 1-14' 2' n EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 111.)8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 1MAX. MI 1-1/4" IN. 2-12d PER SILK EA. END EMBEDMENT VC.lWALL TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING CORNER BARS AT CORNER STEP SCALE: 3/4"=T-0' SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 5 SCALE:34"=1'-0" V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I II SINGLE#5 CORNER $ BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM Bx8 CMU PIER / W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL CHANGE IN 07ELEVATION OF BOND BEAM SCALE3/4"=l'-0" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1' 0" 1 I C N IT I C T I 6 Gr Design 11 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabde•igngroup.com AA 111: 0003325 14 V a x A F SUHDIV. & LOT: SILVERADO LOT #18 BLK #16 PROJECT{/ 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 5 AM H 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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. r n n n n r r r r � �n w w ww 'w ww ww w 'w w w c3 c3 c3 C3 U w w w HATCHING DENOTES KNEEWALL TO 13'-10" AH11T 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE AH15 TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. AH17 AH19 A A A A A A FRAMING PLAN A R C N I T E C T 3 Design Gr2o a 441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003326 0 I O E-3 sysDIV. 8c LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045—LANTANAe GARAGE SWING: LEFT PAGE: FRAMING PLAN 50 ^ E A�f 1 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) i6d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W1(3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4 6", 8" x 4'-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb 1 c TYPICAL TRUSS/ scAL 34"=r-a GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG i-JOIST 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE MOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BApM BL=%\ BTM. PLATE TO BE PT. sm THOMM PROVIDE DBL. TOP PLATE 4500 314" WOOD PANELS PROVIDE BLOCKING 6000 (2) 12" WOOD PANELS 1/7' GYP. WL. BD. 60 (2) 12"WOOD PANELS 90 2x LUMBER SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN ae �I-JOIST CONNECTION @ L.B.W. `* s I_E:3/4"=T-D' (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >5/8" I' HOLE DIAMETER 2/5•0 SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >518" BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS V SCALE: 1 1/2"=1'-0" ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 1—Ai1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOW WITH (4) J' x 5" TITEN HD TO CMU AND (12) SC J' x 2 }'TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) j" x 5" TITEN HD TO CMU AND (18) SDS �' x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3) 16d C42) SIMPSON FGTR GIRDER TIEDOWNS WIT GALV. COMMON NAILS. (2) i' x 67ITEN HD TO CMU AND (18) SDS }'x 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) SCALE 3/4"=1'-G' 9at� Boa BLOCK TNCKNEB6 4500 9/4" WOOD PANELS 6000 (2)1/2 " WOOD PANELS 80 (2) 12"WOOD PANELS 80 2x LUMBER LSTA12 20 GAUGE W/ todx12 HDG COMMON NAILS. @ EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/5/8" AB. WITH MIN, T' EMBEDMENT TO SLAB & (18) 16d x 2-11" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB Q. LVL/WOOD POST CONNECTIONS 5 NOTE: A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS, B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 314"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 314"• SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28.3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER D ATTACHMENT DETAIL SCALE: 3/4"=T-O' # 1100 UPUFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) IW' x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2ANCHOR$ MIN. 2" COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d C EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-O' O.C. (AT SHEATHING 0'-(Y' TO 30'-0" (1) ")" BRACE SEAMS) 30--1" TO 60'-0 (3)'W BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 218 1x4 DIAGONAL P.T. PLATE W/ 12d's 8" BTM. CHORD STIFFBACK (AS PER O.C. MAX BRACING, SEE TRUSS ENG) CONT- 2x4 SECURED W/ PLAN FOR LOCATION (2)10d's C EACH TRUSS MAY NOT BE TO )E INSTALLED @ REQUIRED 10'-0.O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C —/—END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 1U-0" O/C MAXSECURED W1(2)10d ^ /+ DEPICTED SEE PLAN COMMONINTERSECTION SAT EACH CHORD CHORD BRACING INTERSECTION NP. 6 SCALE: 3/4"=1'-0" V EDGE CENTRAL SPACING SPACING SEE SEE IITM HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD w LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" 0/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA, x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACM CFNTRALSPACBHI A DOUBLE 2X8 112, 8" O/C 16' 0/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE WO 1/7' 8" O/C le, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE WO 3/4" 6" O/C 16, O/C F DOUBLE 2x12 3/4" 6" O/C 1T O/C s WOOD LEDGER DETAIL SCALE: 3/4"=1'-a' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ` PRE-ENGD TRUSS SCALE 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED 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 SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. %ALTERNATE MATERIALS SCALE: 3/4"=1'-0" A R C H I T C C T S Design Grou 1.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 O {3, SU13DIV. &LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 5 Mm. j SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS 1/4 A R C N I T! C T t SIMPSON H6 W/ (8) 8d EACH END DBL PT 26 BLK'NG BETWEEN COMMON NAILS, EACH W/ 10d 0 3" O.C. 1ST PLY END EVERY STUD ON INTOTRUSSES FLOOR DECK EACH END OF "BUNDDLE" ST GGER DRUPPERaPLYY INTO 2x6 MI OF STUDS BELOW — "WOOD SCREWS �M PLYWOOD FLOOR SHEATHING x 2" LONG a 3" O.C.; �IIIIIII STAGGERED OFF CENTERLINE OFF 2x6; NI ■ Eesign 8"CMU WALL 3/4" AS SHOWN Grou l�. 1'� REINF PER PLAN Z/—SIMPSON -3 EA. TRUSS N /4° P R ELEVATIOI� 1441 N. RONALD REAGAN BWD. LONOWOOD, FL 32760 IMF- �On NAILING PATTERN PH: 407-7746078 FAX: 407-7744078 K\ 1A 5 �= OR I� �� wwwAbdesigngroup.com AA C0003326 PE ELEVATION 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16PRE-ENGINEERED WOOD d COMMON W/ (6) 3116" ° x 4 TAPCONS FLOOR TRUSSES (SEE NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR 1X2 FIRE -STOP FRAMING PLAN) SC BOTTOM OF FLOOR TRUSS, SIMPSON SPH4/SPH6 BTM. DBL LEDGER TYPICALLY 1U-0" BUT REFER TO PLATE STRAPS W/ 10d x 1 SEE SCHEDULE TRUSS ENGINEERING FLOOR TRUSS OR 1Z' HOG NAILS GIRDER TRUSS 1SECTION DETAIL 2x4 STRONGBACK, WALL / FLOOR FRAMING, AT TRUSSES BEARING FLOOR BRACING TRUSS PARALLEL TO WALL , ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d ® 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C.; 2x4 BLOCKING � EA. BRACE. NOTE: TOP OF FLR TRUSS BELOW STAGGERED OFF NI TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2N0 FLR) 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) 12d T4. MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS h h 0 h O 8"CMU WALL REINF PER PLAN DBL 2X8 LEDGER TO( W/ i/2" EXP. BOLT NI AT 16' O.C. AND 8" FROM Bd RING SHANK NAILS @ 4" O.C. MAX INTO BLOCKING O BT, OF FLOOR TRUSS 2X6 N FOR WALL SHEATHING SHEATHING NAILER) END W/ MIN 5-1/7 EMBED. 16d NAILS C 8" O.C. MAX iX2 FIRE -STOP PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION L ; �OU 'e �iDF— NAILING PATTERN PER ELEVATION m=� PER ELEVATION PER ELEVATION O \a 2x4 P.T. CEILING NAILER 24" MA PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE WOOD FLOOR TRUSSES (SEE C W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) ° MASONRY NAILS �,2 oD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @PRE-ENGINEERED • iv REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REG. BOND BEAMREO. EVERY TRUSS (VERIFY lX2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 Wi TRUSS PLAN) AT TRUSSES PARALLEL (VERIFYW/TRUS SECTION DETAIL Q TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR !S31 5 SCALE: 3/4"=1'-0" PRE-ENG FLOOR TRUSSES G V SUHDIV. 8e LOT: SCALE: 3/4"=1'-0' SILVERADO LOT #18 BLK #16 PROJECT# PRE-ENG GABLE TRUSS 03719.001-18161 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG MODEL: °2045-LANTANA" AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) (TYP) @ 24" O.C. GARAGE SWING: MAX o LEFT PAGE: PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN TRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/2" A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 DETAILS WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32'OC MAX. B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 218 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12ds 6' O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION 5O H WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O' SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. ITT AND TOP PLATE ANCHORS W/ 10dx11/2"COMMON NAILSSECURE BT. PLATE TO SLAB W/FILJC)dL 2x4 SECURED W/ (2) 10d's Q EACH ALL HOLES, DO NOT USE FILx3"WASHER 1/2'k9' WEDGRSET IN IGHSTRCHOR /2'TRSSNVDPOTONNECTIONSCONT. SET IN HIGH STRENGTH TRUSS TO BE INSTALLED 0 1D-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" �1 OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL V TRU88 TO POST CONNECTION W7 ° A - 51MPSON MTS-12 U c 990 LBS W/ (14) 10d GALV. NAILS. • E B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. RINT 7 /9 /21 C_2-PLY-SIMPSON VGT/HOU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'Sc3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10) 1/4" X 21/2" SDS TO POST ATE: CALE: 1/4"=1�-0" IS3. TRUSS CONNECTION L.B.W. HEET 9a gb POET TO SLAB CONNECTION SCALE: 3/4"=T-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP, BOLT 1 B C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 518" AB. WITH MIN. P' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2" NAILS TO POST. SIMPSON H10A OR LGT-2 W/ - 10dX1 }' HDG NAILS; FILL ALL HOLES FIBERGLASS SHINGLES OVER - #30 FELT PAPER ON 1g' O.S.B. SHEATHING OR }" COX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO BRG. H.T. W/ -� 2X4 SYP NO.2 STUDS @ 16" O.C. KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO.2 STUDS @ 16" O.C. W/ SP2 TOP & SP1 BOTTOM (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 @ EA. SIDE 10'-8" PRE-ENG TRUSS MTL. DRIP EDGE / 2x SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE OF ARCH �" j O.S.B. SHEATHING OR }" COX 2A'S PLYWOOD. ATTACHED PER 9'-11" SPRING 2x4 NAILER NAILING SCHEDULE LINE OF ARCH STUCCO OVER FELT MTS 12 @ EA. TRUSS MTW12 @ EA. TRUSS _ OVER PLYWOOD .r .... I'- c ` 2X4 KNEEWALL TO BRG. HT. LL SECURE TO CMU W/ 1/2"X9" O ANCHOR BOLTS W/ 2" WASHERS SET IN HIGH STRENGTH EPDXY @ 16" O.C. (6" MIN. - EMBEDMENT)-TYP. B ENTRY DETAIL-ELEV. 'F' PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN 2x SYP #2 DOUBLE TOP P LAP TOP PLATE A MIN. OF 48 NAIL W/ 16d COMMON � 2-ROWS, 4" O/C BTM. LAP TO Of OVER SHEATHING ATTACH NAILING SCHE SIMPSON SP2 STUD TOP TO TOP P FL # 2x SYP #2 BLOCKING AT MID OF WALL, REQUIRED WHEN IS OVER 5'-0" IN HE 2x SYP #2 KNEEWALL FRi a 16" O.0 SIMPSON SPt 0 EA. BOTTOM TO BOTTOM P FL # BRG. HT. SEEPLAN SECURE P.T. BTM. PLATE TO BL 1/2'k9" ANCHOR BOLT W/ 2" WA: SET IN HIGH STRENGTH EPO EMBED. MIN. @ 16" OC CMU KNEE nL DETAIL 1 BgN E I' 5 W a A R C N I T E C T Il 6 ob I n Grou a� LONGWOOD, FL 32750 �xV PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 000L25 R W h u 04 0 O 14 SUBDIV. & LOT: 111111 SILVERADO LOT #18 BLK #16 PROJECT/ 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: ENTRY DETAILS L PH FOR ASPHALT SHINGLE ROOF, USE MIN 7116'STRUCTURAL SHEATHING EXP 1(24/16) or 15/37' STRUCTURAL SHEATHING EXP 1 132/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAII RFOIIIRFMFNTR SIZE HEAD LENGTH CIA TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 (16-20 RINGS SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ZONE 1: 8d NAILS ®4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 20, 2n, 2r: 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES 9 TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING .__MOM, 1' Z x 23 O_ � m BUILDING LENGTH U T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2"DECK SCREWS 0 6'-8" O.C. MAX @ E GES & IT O.0MM INFIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` I YP. 3/4" I &U SUB-FLUUH UtUKINU ULUkU I U ALL EXPUSEU MGMBtHS •�•�•■.. ...................r.. AVAl"A•A •A• -•All ROOF WIND DESIGN PRESSURES NET 1CACs91 ASCE)-+e ZCNEf=.2T.3 2DJE3=a2.9 ONE3e=32.8 ZONE 3s=3B.5 ZONE2n=3S.5 ZCNE 9r=35.3 ZONEb=58.5 d"ENOZONE qS BASOwIA SPEED +W .. MPH PPPLI EINTERNAL PRESSURE COEFFIDENT. rI-S 18 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUCAiION SIZE ttPE ACING REMPRKS -1Gr10N SIZE ttPE SPACING REMARNe M PT FURRING TO iMASONRY/GONG -SE HARDENED WIL L11?'LONG. MRAGE DOOR BUD( TO MPSONRYICONC. IM'DA. NO WASHER TAFCON MA6JNRY FASTENER S, I-EMBED.4•END DST.. I lo"EDGEtleT. CPNAILI E.ONG 8.00 NDOroDOOfU FA�TENE0 MRPGE DOOR BUtl( rmoN 1`. 13re•tlN d•fMBE tlbT., 1. TT, SEE NOTES TY'LONG. STAGGERED INTO MA90NiYRANC. TO MASONRYFOFC. w1 WASHER EXPN23101i BCtT 2d'O/C It?DIA) EDGE E EpaT. WIN-ucx cASE HAMGENED caL WiNDOWIDOORI FASTENED ME-6TIP TO CONTACT THIS ENGINEER FOR SPACING 1. PT. SEE wIES NAIL 1-LONG sr<GOEREO unsoweYavNG - REQUIREMENTS EXT.-NCI DOOR FT, SEE NOTES I2)31161]IA NO WASHER "TMCON' FA9TNER 18' O� tt/Y EMBED SEND DIST., 11N" EDGE GIST. NG WOOD To MCONC. SLAB IId'° IXPANMON 4"EMBED. d"END WI WASHER BOLT OIST., 3' EDDE tlBT. To Pf TO9IEEL WL.. SEE Wi WASHER STAGGERED EDGE DST. oSTEEL B.SE O.I.'PAF•21N' I- 4-END. DST.. 11TES R 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4. PAF SHALL BE HILT[ X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS MADE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED NU TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL,MECHANICAL,ELECTRICAL, PLUMBING AND SITE DRAWINGS.CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES& STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 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 A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402Ni02-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS . DRAWINGSSEAMS TAPPED 61NCHE AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL 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 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; 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 2020, 7th 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 21 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 #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2• CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE `NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AS15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PSf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S U COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD nanconwrrent #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 BB: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 PSf BTM CHORD 5 pef BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 020) (ASCE 7-18 (FBC R2020) EXPOSURE SURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10Psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PROVIDE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR . S DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE qLL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE 6TRENGTHS AS FOLLOWS 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0ON-GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT, ONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REOUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL, 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 W 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 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPOP051UTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR 05 AND SMALLER T FOR 0 6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1.1r2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS A I C H I T I C T i bes01.n Grou4M:. 1441 N. RONALD REAGJIBLVD.LONGWOOD, FL32PH: 407-774-60FAX: 407-774-40a__'gngroAA M: 000332 •i q� N e0.o C N a '»ry SUBDIV. & T. SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LAWANA" GARAGE SWING: LEFT PAGE: DETAILS tl5VNPH W..fj © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7Q STAPLES INSTALLED ` THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHP MAX. DETAIL A FASCIA 7Q STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @--� 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT } WOOD BATTEN @ -STAPLES INSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1--SOFFIT 1Q 1__,*,�j_CHANNELQ O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q J-CHANNEL 4" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI �BY OTHER 2-1/4" EMB. X2 WOOD BATTEN NELQ3 v DETAIL B J-k. C1AI I IV t L FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 Q S tINSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Qg MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) PANT' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CM OR WOOD SOFFIT SEE DETAIL'A' SEE DETAILS' SEE DETAIL'D' SEE DETAIL -E (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHAN i„ DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. !{>iSi>`f >>t• ltfi• 13.519 ;>f>? >>;• F� 375 375 >>{>{ ? .4 3.625 3.625 .3. 5 08 0381 12— DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A I C N IT E C T 8 6 nm Grpoes up.n aw» LONGWOOD, FL 32760 �.� PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com AA #: 0003325 °c y ro t y 0 NIL ---- I • 'ZjNv SUSDIV. 8c LOT: SILVERADO LOT #18 BLK #16 PROJECT# 03719.001-18161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 5 H L i W02,1 PRINT 7/9/JM DATE: SCALE: 1/4"=1'-0" SHEET SDI 44 ti 0