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HomeMy WebLinkAbout7284 Steer Blade Dr99 2045-LANTANA99 FOR: ® 11 R HORMN • • 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tgl= (813) 740-9720 Fax: (813) 740-9715 ALL kNORK SHALL "O"APLY WITH PREVAILeN CODS ,S 'LORIDA BUILDING CODE, NATIONAL. ELECTRIC CODE, AND THE CITY OF Z EPHYRHILLS ORDINANCES MAY 0 6 021 REVIEW DATE CITY OF ZEPHYR -HI PLAN EXAMINER ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pLp1'tipp�A�B�p�RMG COD$ RBSIDBNTIAt, 7fH 6DPlION (2020) -DILL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vasd=11 IIPx Ve8d=11B 1G'H -EXPOSURE - B :I -STORY RESIDENCE - -2-STORY RESIDENCE - YAX FIGHT AS PER IACAL AND STATE CODES ABV. ABOVE LAV. A/C ADJUSTA LE NG MC, ADI, ADJUSTABLE E M.C. ALP. ALTERNATE MFR BO BOARD GE Mir GL CENTERI M D. CAB. CABINET MTL. cLG. CLEAR N.T.S. CLR CLEAR O.C. CPT CONCRETE PL CPT. CARPET F.B. C.T. CERAMIC TILE III D. DRYER PLT. DEL. DOUBLE PLYWD. D.G. DUAL GLAZED PR, DIM, DIAMETER P.T. DIM DIMENSION N R. DISP. DISPOSAL RAD. DP. DEEP RAO. DR. DOOR BEE. Ds. DOWNSPOUT RM. DTL. DETAIL R.O. DW. DISHWASHER s.c. EA. EACH SO. EELEVATION s.H EQ.Q. EQUAL SHT. EXH EXHAUST SHTHG, EXT. EXTERIOR SHWR, F.GIFX. FIXED GLASS STM, F.G. FUEL GAS SL. FIN. FINISH SL-GL. FLR FLOOR STD. FLUOR. FLUORESCENT SWS PE. DR. FRENCH DOOR FIG FOOTING TEMP. GA. GAUGE GAR DISP GARBAGE DISPOSAL O . TOY. G.F.t GNoEt FADLT ORcuT T.OS. GL, GLASS TYP. GYP. BD, GYPSUM BOARD U.N.O. HB, HOSE BIB HC. HOLLOW CORE V P HDR HEADER W- HOT. OR FIT HEIGHT W/ INSUL INSULATION WD rNT. INTERIOR wDW. W1 LAVATORY MANU ACTURENET MEDICINE NUNIMU MANUFACTURER ME THRESHOLD MOUNTED METAL ON CENNOT TO TER ONCENTY PROPERTYLINE10/25/1 PUSH HU770N PHONE PLATE PLYWOOD PACK RISERPRESSURE TREAT® RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEA'DRNG SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS TOPCOKF CURB TOP OF PLATE OP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD `yWINDOW WROUGHT IRON ATER HEATER DATE DESCRIPTION 06/$4/19 ADD 150—C ENGINEERDIG ARCHITECTURAL SHEET DESCRIPTION 07/84/19 ADDED OPTIONAL PENDENT LIGHTING A7 ETICFDII7 PG CI —COVER SHEET PG Al -GENERAL NOTES PG Al -FLOOR PLAN PG A2B-ELEVATION "B" FRONT & REAR PG A3B-ELEVATION 'B" LEFT & RIGHT PG E1—ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MS -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAL-HALL ASSEMBLY DETAILS PG WA2-WA11 ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 07/24/19 ADDED STONE CAP NOTE ON Mwr ELEVATION 09/30/19 ADDED PROP ER 10/11/t9 D LE LIGHTS PER UPDATED L® LIGHTS PER D.R. HORTON ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 12/04/19 UPDATED THE SIMPSON CONVERSION FROM USP 0R/19/20 ADDED 160-C FROM ENGD$aR OS/oa/21 MADE H®IIIiE CHANGEB FROM iNG. roa 2080 CODE CHYiGE o]/Oa/Rl SAT® IRQB FOR THE xceD TRC ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 / SQ.FT. CALL. S LIVW. 2045 50, FT. GARAGE 454 5A. FT. ENTRY (ELEV. B) 35 80. FT. COVERED LANAI 22I Sa FT. TOTAL 2155 SQ FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SI AA -DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG SE -LIFT BEAM PLAN PG S2.IA-DETAILS PG S3-FRAMING PLAN PG 33.1A-DETAILS PG S3.1B-DETAILS PG SN1-DETAILS PG SD -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LLABHITY FOR INTERPRETATION OF TILE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A THINLY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE SED ET. A R C N I T R C T R 6 Desi GroupInc. 41 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA 0: 0003325 END y 8 a h C G SI:TBDIV. ae LoT SILVERADO LOT #6 BLK #15 P140JECT# 03719.001- 06151 MODELe "2045-LANTANA" GARAGE STIMG: LEFT PAGE: COVER SHEET 50 MPH EXP. bl F'R'NT 03/02/21 DATE: SCALE: 1/4"=1'-O" SHEET cs GENERAL NOM 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) LINO. 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. SITE WORT( 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, ONaTE 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 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN F -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 THAW' INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. T DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 t. 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA-THE ENGINEERED WOOD ASSOCIATION: L ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET Sill. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PlUuklm 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 Y4' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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 COVERRNGS 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 FRIISIES 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-C1787. 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-C1063 -19a AND R703.7. ME RESWrAWr 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. R3027. EXTERIOR CEILWGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 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 AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE 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 SOFFTS 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A R C N I T E Q T S 6 Ggn Mm i Inc 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 r h 0 a m c F SUDDIVI. de L07 SILVERADO LOT #6 BLK #15 PROJECTS/ 03719.001-06151 MODEL.• "2045-uNTANA" GARAGE 8TIING: LEFT PAGE: GENERAL L50 NOTES M E PRINT DATE. 03/02/21 scAmc: 1/4"=1'-O" EI112ET GN 2'-0' 4'-4' it q HB �^I IL►�J ��9Eilo oIEEEEE�1liEEEI!o�olElo � : ollo o'o o 1 0' JI � III - - m i ;;il'11 iTRAY CLc. O To W-0 - o11EEE11ol',0 �� �i�i oIICIEEEE�1'0 oi1EEE�Ei!o o = I - - o -A; - 11NING ROOMLoin - I - - f - - - to '.TTIr '- I: GARAGEF�- -: - - - - - - 'I mm i - - - - o 0 - - - - - - - - - - - - - m i i RIoIIEI� i ol1EEEEE�11o�oIlEEEEE�Iio ail�lo rt EXTERIOR MASONRY WALL ERG. HEIGHTS 9'-4' BRG. SQ.FT. CALC.'S LIVING 2045 SQ FT. GARME 454 Sa FT. ENTRY (ELEv. B) 35 SQ. FT. COVERED LANAI 221 SQ FT. TOTAL 2155 Sa FT. 11 FLOOR PLAN NOTES II - ALL 0"DI6110NS ARE RWM FACE OF I IL' BLOCK WALL (OR EDGE OF MOOR SLAB) TO FACE OF WALL STW UNO. - ALL INTERIOR (WILLS ARE 3 )P UNO. - DRYER VENTED THROUGH ROOF (VIR), NOT SCREENED. AIR 00MORESSOR SET ON 44'X44' POURED CON- PAD. PAD BEGINS 0' MWH EDGE OF STRUCTURE. - SEE SHEET GN FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO HAVE AMC FAULT CIRCUIT INTERRUPTER . ALL RILL WEIGHT BLOCK WALLS ISETLLEE14 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 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. FLOOR PLAN SCALE: 1/4' . I'-0' TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xi2' SCLIARE LATICRETE BY HYDRO BAN. R.O. SHALL BE 145' x WB'. BOTTOM SHALL BE INSTALLED AT 54' AFR U.N.O. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX BAR REINFORCING AT ENDS OF PARTITIONITCWEN 4 BRACKETS AS JA[S WALLASE 3NECESSARY. VX6'X35-1/4' m LOW WALL i 2'X6' STUDS • 16, Oic. W/ 1/2' DID" BAR DETAIL A SCALE: NTS c01raw MD CLIam NID w" MW=8MffiFUFI3IIB =01s18 QIEWM BMW am ADIrNMIIOIM� R3MNl8 NDTiTE FMA13E MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-2S CRITERIA 16010 O1-ID, 112 5 20.1/-22.1 8010 01-ID. 56 5 21.6/-2T.1 BASIC WIND SPEED MPH = 150 (Vuit) INTERNAL PRESSURE COEFFICENT = 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 MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001IIIIOL 0415 A E C M IT EC T E 6 GroEVIgnnc 41 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.mm AA S: 0003325 6 R a Fo C 0 C �e G aU8DriF, dr I.O SILVERADO LOT #6 BLK #15 PROJECT* 03719.001-06151 MODEL- 2045-LANTANA" GARAGE SWING: LEFT PAGE: FLOOR PLAN 50 MPH J'zclXT 03/02/21 DATE: SCALE: 1/4"=1'-O" SHEET Al S'-4' BRs. HGT.i _ 0'-0' FIN. FLR MIN. e' GRADE,i AREA OF ATTIC - 2755 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 9.18 VENTILATION AREA X SO, INCHES PER FT. (1") = 1322A SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1322.4 = 1661.2 1 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO. IN. PE4LINE.ALFOOT 661.2 /115 TOTAL# OF VENTS REQUIRED = 5.74957 TOTAL# OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA - 11.736 SQ. IN PE = 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 WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) I6-0' BLDC.. W.T. — — — — — — — — — — — — — — — — — — — — — — — — -- O SHINGLE RDOF !JII 9'-4• BFds. HGT. 9'-4' BRC.+. HCsT. I I I 5' RAISED STUCCO ---- BAND (TYPJ I m I .I• �, a• I IellI I I 5' RAISED STUCCOBAND I❑� ®® ® ®® j I I VE LEER FOAM •3' ❑❑E1"�❑� I m .3' GAP I �� E I I w I _� 0'-0' FIN. FLR _ _ _ _ JLJI _ 0'-0" FIN. FLR I I MIN. 8' GRADET XMIN. 5- GRADE fA FRONT EVATION TEXTURED FINI5H NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS ENTRY DETAIL A SCALE: 1/4 • 1'-0' REAR ELEVATION TEXTURED FINISH o'.Y-4' BR3. HGT. A R C N I T E C T S Design Grou l.e. AI N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 F q W 0 y C R Su-sDIV. de LOT SILVERADO LOT #6 BLK #15 PROJECTF 03719.001-06151 MODEL "2045-UNTANA" GARAGE SVFMG: LEFT PAGE: FRONT & REAR ELEVATION "B'• 50 MPH EA g mrrr 03/02/21 DATE: SCALE: 1/4"=1'-0" SHEET A2B of ELECTRICAL LEGEND SYM. DESCRIPTION rL} TANDARD SWITCH -W-WAY BUTCH .yj -WAY SWITCH IMMER SWITCH Is BUTTON ISCONNECT T HERMOSTAT "INGLE RECEPTACLE (125v/20-AMP WALE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT RUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET IRED TO BIWTCH) XTERIOR LUATERPROOF/GFI CEPTACLE (GROUND FAULT NTERUPTER) 1OV QUADPLEX RECEPTACLE ® IDv DUPLEX RECEPTACLE (FLOOR 'IOUNTED) 20V RECEPTACLE (4 WIRE :ONNECTOFt) -Q IDEDICATED RECEPTACLE i-Q ALL MOUNTED LIGHT (LING MOUNTED LIGHT -ENDANT LIGHT OOD LIGHT LL SCONCE PRE -WIRE I T FAN WITH LIGHT (I CFM PER SQ. FTJ BULB LIGHT FIXTURE a BULB LIGHT FIXTURE � BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN )� XPER CABINET LIGHT ® 'x4' FLUORESCENT LIG14T (RECESSED) FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIGHT (RECESSED) SS LIGHT #A4 LIGHT (VAPOR PROOF) NG MOUNTED LIGHT WITH J-BOX OPT. FAN TRICAL PANEL (FIELD VERIFY TION) METER (FIELD VEKit-T X (WALL MOUNTED) CEILING MOUNTED) MOUNTED FAN N (I CFi1 PER SQ. FT-) ACK ETECTOR (WALL MOUNTED) #(&C-EILNG ETECTOR (CEILNG MOUNTED) C OR MOUNTED) ING MOUNTED OUTLET FOR GARAGE R T • LOCAT OF TV J E F WW TO BE VERIFIED •HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th 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 MN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBGR Nth EDITION (202®). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERR)PTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1th ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE E@CR NTH ED C2020J. • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST SE ENERGY EFFICIENT TYPE PER FS.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, lth ITN I I I � I I I II II s lI LED LIGHTING @ SINGLE LAV. POWDER BATH ELEVATION B I � I I II LED LIGHTING @ SINGLE LAV. BATH 2 ELEVATION B METER FIELD VERIFY LOC. HB m I --------------I j BEDROOM 1 j I I I I® I I I I PRE -WIRED CLG FAN I I 'SD. 06\111, w"6 N s qql i BEDROOM 3 a— - - PRE -WIRED A CLG FAN D. LAUI L iiiFO�'f -- WH pPLUMB WJ i :1 • 44' L.T. APP. I�---� I GFI • 44' AFF. I L — — — J IL GFI GARAGE IRRIGATION OUTLET CLG. GFI OUTLET PRE -WIRED PRE -WIRED CL.Cs FAN CLG FAN "� COVBIt®� LANAI SO//CO GREATROOM / r r, L PRE -WIRED GLG FAN I. I � h i I I VDR.� r L I 1 I x FOYER ` SD \COIL II flr q SENTRY a U M I r __--- -- --� OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • 1'-0' BEDROOM 4 PRE -WIRED CLG FAN i BEDROOM 2 I I I I ® I I I I I I I I m I � I LED LIGHTING @ DOUBLE LAV. BATH I ELEVATION B FOR MICRO/ HOOD ABOVE LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: I 204S IMODEL 2045 SQ. FT. GENERAL LIGHTING X 3 VA. PER SO, FT. 6135 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3,00( 1 LAUNDRY CIRCUIT AT 1, 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 121 1 WATER HEATER 4,50( 1 DISHWASHER 1, 1 CLOTHES DRYER 5, 1 IDISPOSAL sm i MICROWAVE vsw 1 IREF. 1 SUBTOTAL OF GENERAL LOAD 36535 FIRST 10 KVA OF GENERAL LOAD AT 200% lo'000 D AT40% 26535 VA.X Q4 1061 OTAL NETGENERAL LOAD 20,61 8 AMP X 240 VAAT 65% 6500 NET GENERAL LOAD %i6;TH 20,61 NET TOTALHEAT __13220 TOTALLOAD 33, FUTURE 10% 3383. CALCULATED LOAD FOR SERVICE 37,217 VA/ 240 V= 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 21(112 REQUIREMENTS. NEUTRALCALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,0DO @ 70% 8AW VA DRYER: 5,000 @ 70% 3,5W VA TOTAL A849 VA NEUTRAL AMPACITI': 18,489/240= 78 A U12 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3 2/0 CW I % CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 •H AL (IND N 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOPPIT • OVERN,NNG.) 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, COMBINATION A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE DISCOMECT SHALL c4opmY WNH ELECTRICAL PRDN&ONS OF TIE FBCR 77H EDITION (20)O). LOCAL CODES. AN M GOTC 4 AND ELECTRIC ALL LOCAL PGUIER COMPANY RECOREFE NTS. PETER INNEMA B. ALL CONDUCTORS SHALL BE TYPE TNHV/fl46N 2�,p,C 3R ENCLOSURE UNLESS NOTED OTHERWS'. POSER COMPANY TRANSFORMER PROVIDE 200 AMP, 1204140 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE PROVIDE 3 2/0 COPPER (CU) N 2" DIA SCHEDULE 90 PVC CONDUIT OR PROVIDE 3 V/O AL IMINUM (AL) N Y' DIA SG*EDWE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY FIRM TO BID, T TRUWAONEP Y W"M BAR 0 EQUIPMENT ENTRANCE Sculprim INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF FBaE TtH ®ITIDN r2o2B) SAW" DIA X S FT LONG COPPER CLAD GROUND ROD A E C E IT E C T S 6 G ou i Ln 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 wwwA bdesigngroup.com AA S: 0003325 J 4 i 0 q 0 Re C SXMDM & LOT SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEL' "2045-LANTANA" GARAGE SY/ING: LEFT PAGE: ELECTRICAL PLAN 50 MPH FA PRINT 03/02/21 DATE: SCALE: 1/4"=1'-0" SHEET E1 A E C N I T E C T$ ■ PLUMBING PLAN SCALE: 1/4' " I'-0' B 1/2- VTR '�2' VTR � 1 �. j� I KITCHEN 1^ 1 I n SINK �� LA j UY AUTO 9HWR I VENT LAV. I 3. 1 r I 2' _ 1 I LAV. °LU B LT ir-✓1 WASHER 3' �k VTR LAV. I I CO � 1/2' � 1 3 TO TU5/ MAIN 2 SIR PLUMBING RISER MAR Grou i In LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 s: d h m O R G h O StYSDM de LOT SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEIL "2045-LANTANA" GARAGE STIMG: LEFT PAGE: PLUMBING PLAN 50 MPH EXP. 2021 Yli1fYT 03/02/21 DATE: SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISM CLASS 1 AIR DUCT AS PER NFPA WA 2-31 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 644ALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH 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. 9. ALL FIRE RATED CEILINGS AND WALLS 4HALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC RIOR WALL PLENUMRETURN ION AND LIQUID AIR SUPPLYIGERANT LINES AIR HANDLERRIOR ivMECWANICAL WALL VC CONDENSATE DRAIN LINE EVAP. TRAYSLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TFaWK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 TF$RMOSTAT 0 PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB "SXI 1/4' $WT. MTL. SCREW$ CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL COUNTERSUNK FIN. FLOOR CA. PLUG BRONZE FL. PL. / OR WALL I'-6' / __ SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC (I)FLOOR SLAB CLEAN -OUT (TYP.) N FIN. GRADE OR PAVING I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4' " 1'-0' 0 ARCNITECTS G e ouli In m. 141 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-774-4078 www.abdestgngroup.com AA #: 0003325 R V y k s d 0 a ca 0 R SU33DIV & L.OT SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEM: "2045-LANTANA" GARAGE SITMG: LEFT PAGE: MECHANICAL PLAN 50 MPH E PST 03/02/21 DATE• SCALE: 1/4"=1'-O" SHEET M1 2X4 TOP PLATE PRE-FAB TRUSS 1/2' GLG. BOAI:� IR' DRYWALL SECURE ST. — PLATE TO SLAB V IOd MASONRY NAIL G 32' CSC. MAX 0'-0• FIN RR 2X4 WOOD STUDS 024' O.G. NV I C: O I ULJq IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/8, GYFl-vl BI PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'"I'-0' \—SEE ENERsY CODE FORMS PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE _- PER ELEVATION 2x FASCIA PER TYP. ELEVATIONS 0,14. R-4.1 INSULATION VENTED SOFFIT W INDOW ATTACHMENT PER MANUFACTURES �AS SPECIFICATIONS SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK 2 COAT PORTLAND a' CMU CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. � DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR_ _ a a .. m .a a FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90511 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK• 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR N W/ WINDOW OPENING BB T�L SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR S 2:12 TO LESS THAN 4 1—STORY HIP BLOCK WALL 4R122,, A (2)) SLOLAYER UNDERLAYMENT D1 SCALE: 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 L " GMU 28 GAS LINE THRU BLOCK � lmua, w•.r.d FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9051I. ROOF SHEAT14M THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' F� a' CMU — I avow son womA-V4 VAL PER GALv.;AL P1°°O .,gL REa ByM&AI. TRACK by 0710 ooae DY NIdR. 1 M! DT OT1Ela! I AWDED TO m0cDE c TRACK ORACgl71! � kw PROOIICI APPROVAL 0E0. s GARAGE DOOR JAMBS p1 SCALE: 11/2*-1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SMIL • EA. END RUTHICKNESS AS PER ROOF SHEATHING 2x BLOCKING BETWEEN TSSES SHEET 9NI. PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRr-44 PER STRUCTURAL DETAILS MTL. DRIP EDGE AX PRE -ENS WD. TRUSS AX 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR WALL SHEATHING INSULATION R-VALUES THICKNESS AS PER F'ER ELEVATION SHEET SNI. SECURE PER FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNL HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WNDOW ATTACFA'1ENT AS PER MANUFACTURES SPECIFICATIONS _ RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS G 24' O.G. 1/2' GYP. WL. BD. ' CMU �— WOOD BASE a e — k 0'-0' FIN. FLR i W/ WINDOW OPENING TYP. WALL SECTION NO OPENING. 5 1—STORY GABLE BLOCK WALL D 1 MAR 0 AICNITECTS 6 Groouu��. ..t LONGWOOD, FL 32750 �.0 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngr jp.com L AA #: 0003325 A q m 0 a u h O gF G SUSDIN AC LAT: SILVERADO LOT #6 BLK #15 PROJECT* 03719.001-06151 MODEL.' "2045—LANTANA" GARAGE SVrMG: LEFT PAGE: DETAILS 50 MPH EXP. PST 03/02/21 DATE' SCALE: 1/4"=1'-0" SHEET D1 TOP. 21K P.T. • CENTER OF DOOR WEADER SECURED WV (U 112, S' J-BOLT WV 4' MNX 1MBEDMENT UV 2' X 2' X IW WASHER 4 NUT OR W/ (2) S' A W' X W14OR BOLTS IV 4' MN EMDEDI'E(T W/ 21 X 2' X VV WASHER 4 NUT — us --=emu—m--r R I SV MASON NAILS. 2X6 GARAGE DOOR sum SECURED 0 WV (5) VJ' X V J-BOLT OR ANCWOR BOLTS, W/ 4' MIL EMBEDMENT, W/ 2- X 2' X VS' W48FER 4 NUT. (U WITHIN B' OF TOP, (U WITHIN VOF THE DTI, (3) EVENLY SPACED. ALLA ALL ANCHORS INS BE IN ACCORDANCETO MIANFACTIIIBR'6 'S INSTALLATION INSTRUCTIONS WEIIE SUCH INSTRUCTIONS ARE MORE 5TMNGENT GARAGE DOOR BUCK ATTACHMENT 3 erxR. vr.rar 8' CMU 1!J• DRYW4L ❑ I'X4' P.T.P.t. DOOR DOOR L Iz4 P.T. OR 5/4'X4' MN SECURE THRI FRAME 4 EXTEND 1-1/4' INTONAILER BLOCK WV 3/16' TAPCONS CASING (MIN. SHANK SIZE J45 MN HEAD SIZE 900 MN EMBEDMENT 1-1/4' WITHIN V OF EACH END JAMB OR WINDOW f W Or- MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" /111BdDOW TO BLACK +3/4" OR +5/4" 2X4. _ SECURE TO BLOCK W/ 3A6' TAPCONIB (MN SHANK SIZE .H5 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 W Or— MAX SPACING- 2X6. SECURE TO BLOCK W92) 3/16' TAPCONS (MN SWANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 V4•) S' CPU WITHIN V OF EACH END 4 W Or— MAX SPACING. W' DRYWALL 2X& ® El I X4' SECURE TO BLOCK P.T. NAILER W K2) 3/16' TAU°C" (MN SHANK SIZE J48 DOOR GIBING MN HEAD SIZE 3" MN EMBEDMENT 1 V4') WITHIN S• OF EACH ED 4 IS' OC. MAX SP'�� DOOR JA M6 OR WINDOW ATTACW TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" /:,11lIND011 TO BACK +1 1/2" 2X4. = SECURE TO BLOCK WV 3/16' TAPCONS MN SWANK SIZE .148 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END f W OC. MAX SPACING 2X6. m SECURE TO BLOCK W/(2) 3/16' TAP02,0 (MIN. SHANK SIZE J45 MN HEAD SIZE J' OD MR EMBEDMENT 1 1,14•) WITHIN S' OF EACH END B• CM 4 18' OC. MAX SPAC W. 1,12' DRYWALL 2X6, CIM SECURE TO BLOCK I'X4' WK2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 IAA O.B.B. X 4' MN MN HEAD SIZE 300 MR EMBEDMENT 1 V4') DOOR CASING UT14N g' OF EACH END 4 1 . O.G. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 15/16" n111ND01► TO HiACK +1 15/18" 2X4, = SECURE TO BLOCK WV 3/16' TAPO" (MN SWANK SIZE J45 MN HEAD SIZE MO MN EMBEDMENT 1 1/49 WITHIN b' OF EACH END 4 W OC,MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 BECRED SECURE TO BLOCK TFRROLr.I4 NOWSTRUCTURAL 1100) NUS' TAPCONS 3A6• TAPCON MN 1-1/4' (MK SWANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 11,149 WITHIN S' OF EACHI END V CyU 4 W OC. MAX SPACING. DRTIUALL 2X& SECURE TO BLOCK ❑ I*X 17C4' WK2) 3A(V TAPC.ONS P.T. NAILER (MN SHAK SIZE .14S DOOR CASING MN HEAD SIZE 3" MN EMBEDMENT 1 1149 ` WITHIN S' OF EAC14 END 4 IS' OC. MAX SPACING DOORJAMB OR WINDOW ATTACW TO 2X PER M/WFACTUIES DETAILS. NOTE, SWIM AS NEEDED TO PLV IB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" (�11IBND01► TO BLACK +2 1/4" 2X4. = SECUE TO BLOM 03/16' TAPCONS (MN. 814ANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT 1 V41) WITHIN 8' OF EACH END 4 W OC. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 3/16' TAPCONS (MN. SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT I V4•) WITHIN S' OF EACH END S• CM 4 IS• of MAX SPACING V)' DRYWALL 7X& SECURE TO BLOCK W K2) 3A6' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MN EPBEDPEW I V4') WITHIN S' OF EACH END . W Or -MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTURES DETAILS. NOTE. SHIM AS NEEDED TO MUMS JAMB (DO NOT EXCEED 1,14•) DOOR JAMB TO BLACK +S" f1a[xD0>Lsa�Tnrr +q_ 2X4, _ SECURE TO BLOCK W/ 3/16' TAPCONS C MN SHANK SIZE NHS MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18. O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3AW TAPCONS (MN SHAW, SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN S' OF EACH END 4 W OC. MAX SPACING. 2X& BOB SECURE TO BLOCK WK2) 3/16' TAPCONIB (MN SHANK SIZE .10 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHN S' OF EACW END 4 IW OC, MAX SPACING NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROIJGFI NON-STRUCTURAL 3AW TAPC.ON MN 1-1,14' EMBEDMENT INTO BLOCK qS' Cm V2' DRYWALL P.T.P.T. NAILER DOOR IM. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 2ND 2X SECURE TO STRUCTURAL MEMBER WK2)12d WITHIN S' OF EACH ETD 4 6• TO VOL— MAX DOOR JAMB OR WINDOW ATTAC44 TO 2X PER MANUFACTURES DETAILS. ^D�OO�R^ JAMB TO BLACK +3" 2X4, = SECURE TO BLOCK IW 1/4' TAPCONS (MIN. SHANK SIZE J48 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 UT14N S• OF EACH END 4 15' OjC, MAX SPACING 2X6, SECURE TO BLOCK WK2) V4' TAPOONS (MIN. SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT I VC) WITHIN S' OF EACH END 4 IS, or MAX SPACING. 2XS. 1=1 SECURE TO BLOCK W1K2) 1/4' TAPCONS (MIN SHANK SIZE .148 MIN. MEAD SIZE 300 MN EMBEDMENT 1 V4" WITHIN 8' OF EACH END 4 IW OC. MAX SPACING. v CIMIII El" V2.ORYWALL I'X4• P.T. NAILER 1A6. O.B.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE, 8441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +S 7/16" �111DQD01I TO BLACK +S 7/18" 2X4. = SECURE TO BLOCK W/ 1/4' TAPCONS (MN SHMIC SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W OC. MAX BPACMG. 2X6. CM SECURE TO BLOCK WV(2) V4' TAPCOM (MN SHANK SIZE J4S MN HEAD SIZE JIM MN EMBEDMENT 1 1/4') UMT14N 8' OF EACH END 4 B' OG. MAX SPACMD. 2XS. SECURE TO BLOCK WK2) 1/4' TAPCONB (MN SHANK SIZE J45 MIN. LEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS' = MAX BPACN& NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TNROUG.W NON-STRUCTURAL 3AW TAPCON MN 1-1,14• EMBEDMENT INTO BLOCK L_V V Cm 1/2' DRYWALL PX4' P.T. NAILER �. I' P.T. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE, 8141M AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V4•) DOOR JAMB TO BLACK +S 3/4" n1II1RTD0W TO BLACK +S 3/4" AECHITECT>s r%a Grou i Ln 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com L AA #: 0003325 J Z N 0 a 0 F SL78DIV de LOT SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEL "2045-UNTANA" GARAGE SVrMG: LEFT PAGE: DETAILS 50 MPH EXP. 08 ]P"4" r 03/02/21 DATE: SCALE: 1/4"=1'-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 22/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972,12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 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. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 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 STRUT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 20531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 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 12/31/2024 15353-115 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-R5 MI WINDCIWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/32/2039 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/Z028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/22/2028 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/SIDEUTE 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-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 9/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-116 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-115 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 M.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/ZD22 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 @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/25/2D21 A R C N I T R C T• 6 Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngfoup.com AA #: 0003326 V h L4 a W 0 a ca h C BTLJHDIV. at LOT. SILVERADO LOT #6 BLK #15 PROJLCT# 0371 .001-0 151 MODEIa "2045-LANTANA" GARAGE OWDM: LEFT PAGE: PRODUCT APPROVAL LISTING 50 MPH OP, 03/02/21 AIM 8CALE: 1/4"=1'-0" 8HEFT D3 76 INSTALL FA6T@ER6 (GLN'D; A R C N I T E C OTRAPS, STAPLED) AS NOTE, APPROVED BUILDING WRAP REOIIRED TO SECURE PIPE/ WIRE TO FRAMING SMALL BE LAPPED A MINIMUM OF 6- • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO aE i' DrUCCO eRAP WTM FORTIEER 61EATMING TAPE USB LAYER @. FORTFIEER PREFOR'1ED CONTROL JOINT i-• --- —" �Im" j' TMIM 3 COAT CEMENT / \ BUILDING PAPER METAL LAIN WX V SELF -ADHERING MEMBRANE inn Grou FLANGE OF CONTIIA�L JOINTS T BE WIRED TIED TO LATH • 6' PLASTER URS LAYER 4, FORIMISERSELF-ADFERRYs FLASMN6 OVER 4x4• MEMBRANEOL. no. MAX (VERT.A !'1PTF, DO BUILDPIC PAPER FLASMIN6 OVER APPROVED 441 N. RONALD RFAGAN BLVD.-BEYOND NOT FASTEN CONTROL JOINT TO ma HAP . MErK LAn, ' HI0116E WUAP. WALL EVEN F DTD EX18T0 To oeTENo aNro PIPE LONGWO FL 32750SV EXCEPT STAPLED uu LES MAY BE USED O �M`. APPRarED METAL LATHFLmMNe, (VERTU OG. MAX �( X X X4x4' SELF -ADHERING MEMBRANE _D, PH: 407-774-6078DURING ECURE CONTROL JOIN AAS&UPPOOR•TS ASWNG R D FAK 7_774—.78 NSTALLATION LAYER 't MRa18E uA¢ P ea..�"To EXTEND ONTO PIPE www.abdes Wgrroup.comFASTENERS TO BE SPACED STUCCO WRAPQM METAL LATH AA #: 0003325T' OL. MAX VERTICALLY * DFEATHRIG7 S K WIC LAYER 1, WRAP P TNICIC 3 COAT CB1BlTSTUCCO PLASTER METAL LATH W CLNT. DEAD OF SEALANTWOOD R/DTALL APPROVED FIOU6EV2iAP AIR NFILTRATIOJ BARRIER OVER WIN t� S.-'i, �'�a.tt - `) - L' nN PereR L,w tau wa.Y URD LAYER 9. FORTFBER . I /�' 1% URD LAYER R FORTFIDER rem — P4 SMEAT M ELASTOMERIC COATING OVER STUCCO/ BULDING PAPER / !D LAYER'LUCCOToSECTIONLATH I GV. FNISM (SEE TYP WALL SECTIQU SNLAL.L NOT s• ro e• A. ro e• OD 8NEA1HflJG L DE CONTINUOUS THROUGH CONTROL Fxhrior f portlaM cenRrn plas6r f p rUa Extshe JOINTS BJt SMALL \ SE STOPPED dND conlpY app6catlon wUh ASTM C 708319a, TIED AT EACH SI`� PROVIDE 2X4 BLOCKING r—LATw 'ow,•-•,••••--•,•-'^• V - PER A81M C1863DE / PLACED RAT MAX 6' TO D' LAP. 4. DYER Ir•mNetion of axte r lalhirg and frarcirg FROM, CONTROL JOINT WEN KL tAP sha coM ye CONTROL JOINT FALLS OJ IiASTENERS FOR LATH TO BE NAIL6 OR — STAPLES i / STRUCTURAL STUD DC/LLE� , STAPLES IN COMPLIANCE W/ ASTM CW63 2. WRE TIED TO BE (NO. b) OA3415' WRE 3. BLOCKING SNOW MAY ISE IN ADDITION/ \ 4'x4' 6ELF-ADHERING MEMBRANE 6 TO WALL SIDS REQUIRED PER PLAN R.ASMNG (COMPATIBLE UV HOUSE II I M VERTICAL LATH APPROVEDURAP MATERIAL) OVER 4 6. y C CO. W O y0. V C F & PAPER DETAIL FLADH6G ro ExtEMn wo PIPE f / WOOD 6TID8 1. OR LEW PIPE +-`. 6Sr6' SELF -ADHERING MEMBRANE 1• PENETRATION U PLADMING (COMPATIBLE W/ HOUSE MATERIAL) OVER 4'X4' NMI 8HEATHINS DELF-ADMERBJG MEMBRANE SIDE LAPS OF METAL . FL E . OVER .APPROVED PLASTER BASED SMALL BE SECURED TO BUILDING }'' O FLASHUJG TO FXT9A ONTO PUaE "M" TYPE CONTROL JOINT NS.TwEy LL BE TIED EM91190 PAPER ` w BETIEEN SUPPORTS .a WTN 00410-N. (121-MM) STUCCO V LAP • LAI. CUT AND OVERLAP ONE SIDE OF C WRE AT INTERVALS NOT ]' L.w .PAPER SELF-ADMERNG MEMIDRA E , a MORE TWATI S' Oft-M1). =�II�• CUT AND OVERLAP ONE SIDE OF O AD PER ADTM C1069. RING 1'ET'BRAME STEP 61 STEP 02 9 O tIDLD A•ItlO.PT.• O lR]LD.WIO.PL♦ O • ®KICKOUT � PAIROFTEAM HORIZONTAL LATH PIPE PENETfi�ATION DETAIL (FRAME)I■�i � DETAIL M Y LAYERS, TEAM MAY BE PATCHED & PAPER DETAIL 3 A R WAJOUSE WtM TAPE j� PER MAWP. SPEC. OR M.T.S. Aflu PEEL A ST1OC WOOD SHEATHING OL roLv wMo . ® L TOLD wwo R Pr. A OR CMU M. A ]. deAAE R PT. D WRB LAYER MI, :. CREAM . IR, D A CPr-AW R IR. c STUCCO WRAP (FRAME ONLY) A MIRAAE R P1. C l POLD Pr. CM. D TILL R. C TOIICHoucw B � ® pO1TQ1 RA.a,t ® 9' THICK, 3 COAT CEMENT PLASTER CEMENT PLAWEE), -M 2 GOAT LEGEND CEMENT PLASTER (GMU) °a METAL LATH (FRAME ONLY) ®® BOTTOM LLAOPOF/�WB L EVER DRAINAGE PLANE (WRB Lo ILAA]! awT�ATnM, LATER #I, STUCCO WRAP) SFJL FOLD. GQ WE= J'IMIoc3COAT ceI&M Z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER #2 (FORTIF15ER — — — — — — ��(CPW ? NAIL TOMETAL ROOF DECK, NOT BUILDING PAPER) WPM LAYER R. FORTFU30R 'n WALL SHEATHING) S ULONG PAPER fR4a•! ONLY) UftLOLL�RAPYAANL OLY) � CAP SHINGLE - DO NOT NAIL, METAL LATH X—X X—X INSTALL WITH ROOF CEMENT EIVBDIV. ae LOT: SILVERADO LOT #6 BLK #15 PROJECTp 03719.001-06151 MODEL' e2045—LWANA' GARAGE EII/ING: LEFT PAGE: WALL ASSEMBLY DETAI LAP IAYDM OF DIALDNG a 50 STUCCO ROOF CEMENT WOOD OR 1/16' ZIP WALL I IId wtt HL.sIwD = I ROOF PER ELEVATIONS f— SHEATHING M f$ $ 2 SELF-ADHESIVE FLASHING — — — — — — NOTE: cm METAL LATH: LATH TO BE PER SECTION Ma No N6f IlOO64TFeit "TI R IDAR AKA. (MOO OR y >t I�QQmQL= R7m3.'I.1 / ASTM C-841-14a, MIN. 2.5 LBS. PRINT 03/02/21 ""'°""°°'"D �. ict" F' PER SQ. YARD (UTILITY OR NOMINAL scw�r.E:>/a"=r-o" DIwloom WER.M !', "'°a°° LATH DOES NOT MEET SPECIFICATIONS) 8I;EET P.eCI. eP/IP "s°'K"� "L" FLASHING 5 N.TS. WA1 INSTALL 6' SELF-ADHERINCs MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. AWING TO BE, I. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i I JOINTS AND INTERSECTIONS 1 ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,)4 CAULKING • JOINT 1 I ALL AROUND i PER SECTION R703.7 Ederior i #ft and plasierIM BACKER ROD I Exterior use of portland cement plaster shall comply with the application - requirements of ASTM C 926-18b. x. I� Installation of extedor lathing and framing shall comply with ASTM C 1063-19a, ;/ Jf or ASTM 1787. WRB LAYER 'I, STUCCO WRAP c HOODED VENT }' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING. DRYER VENT (FRAME) WOOD SFEATHING LAYER 9TUGC0 WRAP LAYER 4, FO-FIBER B I-3 PAPER UIODD CONSTUCTION METAL LATW a' CMU VINYL CASING BEAD W RAISED BAND 76• ro X' MID -WALL DEEP SCREED V WIDE STRIP SELF ADHESNE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 71/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — 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) FINISH 6' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT O TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) (BUILDING PAPER UNDER 'GJICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METED VERIFY LO STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 7, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER lb' TO 76' MID -WALL WEEP SCREED SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR (BOX INSTALLATION WRB LAYER STUCCO WRY WOOD SHEATHING I ELEC. METER FIELD APPROVED VERIFY LOCATION HOUSEWRAP BELOW APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT CUT SUCH THAT NO MEMBRANE PRIOR TO INSTALLING ELEC. ENTERS BOX, METER APPLY TO FACE EDGE CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRS LAYER -1, STUCCO WRAP UIRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • l' O.C. MAX 3v TO US' MID -WALL DEEP 8CIQI�ED 6' WDE STRIP SELF ADWMVE PLASHING, CLEAN MASONRY BEFORE APPLYING V FINISN .MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 01, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ GV. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP 05 STEP #6 nELECTRICAL RECEPTACLE MAR A i C E 1 T E C T i Design G27O. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA#: 0003325 ro y V 0 g a 8tMDM Ae LOOT SILVERADO LOT #6 BLK #15 PROJECT* 0 719.001-06151 MODEL& "2045-UNTANA" GARAGE STING: LEFT PAGE: WALL ASSEMBLY DETAILS t�50zWH PRINT 03/02/21 DATE' SCALE: 1/4"=1'—O" SHEET WA2 WOOD SHEATHMG EM, W,O,Op I,R,y.Ep W4LL A A C N I T L C T! WRB LAYER 1, 0054LOOR DEcrj G COLUMN SHEATHING BTUCCA WRAP WEATHER RESISTIVE WOOD WRB LAYER 4, FORTIFIBER PRE-ENG'p TR16S I-' % BARRIER 1 CONSTRUCTION BUILDING PAPER � 1 1� W=-AT4ER RESISTIVE V'� HAT CHANNEL i' THICK 3 COAT CEMENT • TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIvE BANNER / BARRIER''! _ 6' SAP. \ DeSi;�n "I�. b' SAF. • TOP OF WEEP SCREED j GOAT CEMEN�Y PEEL t STI`GK GCOUPI' - TO SHEATHING BEHIND WEEP SCREED �IOR3 RIES 'L' WOOD SHEATHING \`■ 4• POSITIVE DRAM METAL LATH I)(■'x3' FLASHING FULLY LR Y EMBEDDED 144i N. RONALD REAGAN BLVD. ' ` nHeap f�rnean WOOD SI-EATHW IN LONGVMD, FL32760 WRB LAYER ■I, / ``` IN X 3' 26 GA GALV. PH: 407-7748078 STUCCO WRAP / - - `` METAL DRIP EDGE FAX 407-774-0078 ✓i' THICIC 3 COAT CEMENT )'4 GAP FOR BACKER SET IN RILL BED OF SEALANT, MM. www.abdesigngroup.com PLASTER / - � 6' SELF-ADNEREING EXTERIOR GRADE DRY WALL ROD a SEALANT O - , SPADE FROM DRIP i FACE TO TREX WEATHER RESISTIVE AA #: 000332b FLASHING WRAPPED - %� •TOP OF WEEP SCREED a• POSITHVE GRAN j' THICK 3 COAT GEMBNT VINYL CASING BEAD BARRIER 1 TO SHEATHING BELOW PLASTER PINYL R eEm \1 � :_: WEATHER RESISTIVE WATER PROOFING 4t BARRIER 4 WRB LAYER 1, NO rm N FIELD ,wad - •■� L --- LAYER (2 LAYER PEEL EXTERIOR ' LEGEND STUCCO WRAP SEPARATE FOR CLARIFICATION OF Y) t STICK) :s �o"". 'a.w,"'� COLUMN SHEATHING SEPARATE ACCESSORIES ONLY) WRB LAYER 7, FORTIFIBER -__ _ _ _ _ i .;. ; cc BUILDING PAPER PEEL t STICK 6' SAF. IJIVXVFULLY EMBEDDED DRAINAGE PLANE (WR5 - 6 SELF-ADHEREMG ® R OOR ��CEMENT DED IN LAYER1, STUCCO WRAP) FLASHING WRAPPED WRB LAYER 1, • CORNER OF CANTILEVER 1 W X 3' 26 GA 4-ALv. STUCCO WRAP ;� METAL DRIP EDGE WRB LATER '"2 CF0RTIFI5ER — - — — — — AMICO AM"-W,FWC- I y"; 4• 1a081TIV£ DRAIN CANTILEVER DRIP SET M FULL BED OF WEEP SCREED WOO 1S P.T. OR SIMULATED SEALANT,1s MIN. CUSTOM CASING BEAD O WOOD (TREX) FILLER BUILDING PAPER) CONTINUOUS SPACE FROM DRIP EDGE r: GAP FOR SEALANT � T BEAD METAL LATH x—x—x—x NO GAP IN FIELD OPT' BACKER ROD' WATER PROOFING lot (51-I01IN FOR CLARIFICATION OF 3' X 3. 26 C.A. GALv. MIODPIE, w LAYER (2 LAYER PEEL t 71 FM19N LAYER (2 LAYER STICK) WRAPPED FROM STUCCO SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE 14A RESILIENT PEEL t STICK) BALCONY DECK TO CASING BEAD SEALANTTJV MIIN. of VINYL CASING BEAo b• PEEL . SPACE FROM DRIP CANTILEVER WOOD OR -1/16" ZIP WALL rq 0 a eF C DTL- ® C ANT. STICK . DRIP FACE TO TREX 7 THICK CET 3 COAT •ENT l0A SCALE:IIQ•.r-m' ETO PLASTER SHEATHING • 5/8• TYPE 'X' DRYWALL METAL LATH ��II W/TEXTURED t PAINTED ` ; WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Yi GAP FOR BACKER FINISH NOTE: I A -A HY: P.T. OR SU9JLATED ROD t SEALANT i' T141M 3 COAT CEMENT 4• POSITIVE DRAM WOOD (TR METAL LATH: LATH TO 5E PER SECTION CONTINS FILLER BEAD PLASTER CFP F R-im3.1.1 / ASTM G-84i -14a, MIN. 2.5 LBS. WATER PROOF It 'E'TM� RESISTIVE VINYL CORB NER EAD (SHOWN FOR CLARIFICATION OF LAYER (2 LAYER PEEL t BARRIER ■I SEPARATE ACCESSORIES ONLY) STICKPER 5Q. YARD (UTILITY OR NOMINAL BALC4 WRAPPED li2017 �� VINYL CASING BEAD WEATHER RESISTIVE CANTILEVER BALCONY TO BARRIER -2 BALCONY DRIP LATH DOES NOT MEET 5PECIFICATION6) �P TK, � DECKMIEMBRMNE, 11C EDGE INSTALLATION ® COLUMN EXTEND OVER DRIP SUB FLOOR EDGE (Wf'L" FLASHING WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. SCALE: NTS WOOD SHEATHING . METAL DRIP EDGE -- SET N FULL BED OF , • (LEATHER RESISTIVE IMA ii P.T. OR SIMULATED SEALANT,)j' MIN. BARRIER 1 WOOD (TREX) FILLER SPACE FROM DRIP WRB LAYER 1, f 1 3/4 RESILIENT WEATHER RESISTIVE GONT'NUOUS VINYL ACE TC I3�XW BEAQ 2x FRAMING MEMBER STUCCO WRAP #; AT )V GAP FOR MACKE H GHMINEL rl BARRIER ROD t SEALANT WATER PROO-M. lot GOAT DEMENT i WOOD SHEATHING Y¢IYL CASING BEAD FINISHLAYER !2 LAYER LAYER (2 LAYER PEEL a STICK) WRAPPED FROM PLASTER3 WRB LAYER Z, FORTIFIBER `Q ;i THICK, 3 COAT CEMENT PEEL t BTIOU 3/4 RESILIENT BALCONY DECK TO 2 I/2• CORNER BEAD ,1 BUILDING PAPER ; PLASTER HAT CHANNEL CANTILEVER FASTENED TO SHEATHN3 a ! WRB LAYER 01, 5/8' TYPE 'X' DRYWALL METAL LATHWJ SASHICK 3 COAT CEMENT _• C • T OL. MAX. METAL LATH 11 STUCCO WRAP W/TEXTURED < PAINTED WOOD SHEATHMCs METAL LATH - -.- I FINISH 5)S TYFE 'X' DRYWALL WOOD SHEATHING WEATHER RESISTIVE 1. WRB LAYER 1, 77 THICK 3 COAT CEMENT ? S' i WRB LAYER 02, FORTIFIBER THICK 3 COAT CEMENT C2) 2x@ HEADER W?EXTURED t PAINTED BARRIER 1 •�WEATFER STUCCO WRAP PLASTER BUILDING PAPER PLASTER FINISH RESISTIVE WOOD SHEATHING �:. THICK 3 COAT CEMENT BARRIER 4 4• POSIrtvE DRAM VSELF-ADHERING y METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAIN „�Fp ,,.�_n PLASTER VINYL coHa�,ER �� uIEEP SCREED METAL LATH ' .ry FLASHING .: � •'H ' THICK, 3 GOAT CEMENT 77 VINYL CASING BEAD NO GAP M FIELD VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF WRB LAYER -2, FORTIF15ER BUILDING PAPER ' (EXPLODED IEW FOR $ PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRIP CAP .', CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD C� FRAME DRIP EDGE 11D 11 EDGE INSTALLATION INSTALLATION WINDOW FLANGE WRB L ER 1, i WOOD CONSTRUCITON STUCCO P 2 Ij •' ■ WEATHER RESISTIVE CORNER BEAD WRB LAYER 4 FORTIFIBER stmDrv. de LOT 11 SILVERADO LOT #6 BLK #15 PROJECT# 03719.001— 06151 MODEL.• "2045-UNTANA" OARAGE 31IRMG: LEFT PAGE: WALL ASSEMB DETAI 50 E WEATTHER M HER RESISTIVE _ (FASTENER t SPACING 0 7 O.C.) BUILDING PAPER - BARRIER -2 ' METAL LATH ■ i i ■ VINYL CASING BEAD i• THICK, 3 COAT CEMENT PLASTER ]' THICK 3 COAT CEMENT - ■ 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER O O W/TEXTURED t PAINTED FINISH WOOD SHEATHING CMU 6'SELF-ADHERING ' ■ ■ o J' THICK, 3 COAT CEMENT HEADER/BEAM FLASHING PLASTER ■ 1/2' THICK, 2 COAT CEMENT VINYL CORP. 4• DRIP CAP AR VINYL CORNER BEAD PLASTER APPLIED POSITIVE DRAIN WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE D 03/02/21 VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF 3CALs- 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD Cap B LID C K AS I N G BEAD ® WINDOW SHEET @LLRIP15 B C EDGE INSTALLATION ( FRAME, NO BAND) SATA3 IF A N C N I T E C T! Y: GAP TYP J' THICIC, 3 COAT CEMENT WOOD SHEATHING Asa TRIM METAL PLASTER LEGEND IX TRIM MEMBER STUCCO LAYER h, e STUCCO TO STUCCO WRAP SIDING TRANSITION 11,111115 LATER 4, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHINGS BUILDING PAPER LAYER 61STUCCO WRAP) Deser, SIDING WOOD SHEATHING , GPOu WRB LAYER •2, FORTIFISER WRB LAYER 62 (FORTIF15ER — — — — BUILDING PAPER 3 BUILDING PAPER) 1441 N. RONALD REAGAN BLVD. WRB LAYER 01,IFIL STUCCO WRAP METAL LATH LONGW07-7 4- 0 750 � X—X—X—X PH: 407-7748078 METAL LATH _' - i FAX: 407-7744078 1 WRB LAYER 9, WRB LAYER 1, STUCCO wwwAA #; 000332P.com THICK 3 COAT CEMENT E ' WRB LAYER 62, FORTIFIBER STUCCO WR4P g0gp AAM:000332s PLASTER t E BUILDING PAPER WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED r' THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD k" CVIE LARITY) SIDING SIDING TO STUCCO CASINGBEAD ; ; ---------------------------------------------------------- ------------------------------------------ 18 J' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WRB LAYER h, % METAL LATH ; STUCCO WRAP VINYL ANGLED BEYOND I WOOD CONBTI2JGTION CASING BEAD -r WOOD SHEATHING i i DER RESISTIVE WRB LAYER 4, FORTIFIBER / BUILDING PAPER ; BAWI RRE818rIVE I' i WINDOW FRAME .l °i � �'/ / WRB LAYER "2, FORTIF15ER METAL LATH `'A ��� !f.• x.TBe� slow. �� 6 SELF-gDWERING BUILDING PAPER ; w 04 y a v 01 01 0 u a 0 I FLASWING I I THICK 3 COAT CEMENT 6. 6ELF-AONEWWG I a PLASTER ' R.ASWING s \ I �AAT BARER�enV I E-Z BEAD VINYL CASING I • �\ �\ CWATHER AAMERETF�IESTIYE I ✓ (W/ 'FLEXIBLE PVC BACKER ROD) STARTER STRIP /-� 6'SELF-ADHERING ;, �. ��J I 1 6 �� ��RW i FLASHING I \ FLAOWW. GALv'D FETAL i i DRIP CAP 'r PL SMING z � 1 17WRB LAYER h, STUCCO WRAP, I IY.' X 6'8"AATED ; WRAPPED AROUND FRAMING MEMBER O H WINDOW FLANGE U1O�D TRIMrm+eER I CASM 6' SELF ADHESIVE FLASHING CASING BEAD (6) WINDOW , xel TIPTRIM I WOOD SHEATHING x (FRAME, W/BAND) �ti OR ACAP 1110CLAULKING. PPROVEDALANT 2XMEMBIER I 15C _ _ DETAIL BELOW EXPLODED A wn rrr reaw. SIDING TO STUCCO FOR CLARITY 0 BLOCK TO FRAME ------------------------------------------------- -------------------------------- ------------------ TRANSITION i U - Y4' GAP TYP - THICK, 3 COAT CEMENT BEAD PLASTER WOOD SHEATHING NOTE:CASING %� SEALANT TO WINDOW METAL LATH \ METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. l METAL LATH PER SQ. YARD (UTILITY OR NOMINAL I 1 I WRB LAYER 02, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER WRB LAYER "I, WOOD SHEATHING WINDOW FRAME ; WOOD SHEATHING I STUCCO WRAP , 1 WRB LAYER •2, FORTIF15ER BE � Tla�icT as 6. SELF -ADHERING BUILDING PAPER i WRB LAYER 61, uDoo BFEATNMG / PLA 4w. , , J' THICK 3 COAT CEMENT STUCCO WRAP WEAT ER RESISTIVE ""�'�' \ BARRIER WEATHERI,FETSOSTIVE LAP PLASTER �. • I WEATHER REGISTIVE / gggZER 4 / 6' MIN. ABOVE TOP' OF •z' FLA&4W. WRB LAYER 02, FORTIF15ER PEv ALLAPeIDMG ANGLED BUILDING PAPER I .T AMER9sI'nvE I WIRB ER 01, I VINYL CASING BEAD ; SIN �' _ � � WEATHER RESISTIVE 1 TUCC.OYWRAP i VINYL CASING BEAD METAL LATH r �� j a ARTIER STRIP BA'MrR-2 SXMDIV. at LOT. SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEL' "2045-LMANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 AIWH \ I M4LV'DMET`L 1 6' WIDE PEEL 4 STICK I (EXPLODED 8' THICK, 3 COAT CEMENT 1 I Z' RrfGWING ; OVER FLANGEARC VIEW FOR PLASTER / N°' `-` OR ; WINDOWFLANGED CLARITY) GALVFETAL �� W6ATFER IE616TIVE - _ — 'Z' FLABHIIYs BARRIER 9 TO LAP I 'I' IY' X 6' Sp'llLATED 6' HK ABOVE TOP' E-Z BEAD VINYL CASING W3oo ; MEM�R of •r FLASWING I 2X FRAMING (W/W FLEXIBLE PVC BACKER ROD) E•Z BEAD vamL CA6MG ` Y' X 6' 8WU-ATED MEMBER ' 1 <���E Pvc /� 1 �TFW A MEMBER ING. *APPLY FULL BED OF SEALANT BETWEEN � O CASING BEAD ® RAISED61 -`'°`E� I 1 "'�'N BUILDING FLANGE t BUILDING IINZAP y, TNICR gGAP 101C.AULYCIN0. CEMENt PLAB�IER \`� e,.' , OR APPROVED SEALANT ```\�`.�'P �1 ' 117A BAND (FRAME) WEATNERRE818TIVE WEATFERFE81871VE �P BARiIER'I BARRIER'I_______—___________________________—_ - NO 937 SCALE: wart u6G S tHEm I-2E&BnvE �B cER ROD)PVC vdN-DATE03/02/2, SIDING TO STUCCO I!Pt-2 ^E 16 E Z BEAD WINDOW CASING SCALE: 1/a"=r-° ® FRAME TO FRAME SHEET 19 TRANSITION WA4 wyAENEENmIN N', fi' AND 1R CARE SNODU) "E TAKEN IN KEEPING TIE VEIN PROPERLY ALIGNED. VEIN PIPE IS SEALE011 UTLDED. —1 IN PUKE SNONN IN N'GAIVANZED USING I--NNL9ATEACHCORNER.R NGCEMEM SHOULD M APPUEO TONL SNINCBE EOOES NEAR TE PEBNRA71011 CUTOM TIECOOSENEC WNW PENINGINTEROOF WTER EDGE ANDAROLNDTNE ENDRE PERIW-R AS RECOLYAENDET IN SEVERE NEATER COASTAL SNEATFNG. SIZE TE OPENNGINACCOROANCE wT1 TIE CONSTRUCTION 20NE5. CHART SNO�MI.IN TINE EVENT A MECIWIGL VENT FAN IS 1AED, SIZE TE VEIN OPENING IN ACCORdU[£ Will VEIN FAN MANUFACTURE'S PMRNG CONIECIION �INSTRIICTKMI4. DONOT CM INTO TRUSSES OR RAFlERS �N CURING TE OPENING IN TIE RrnNa REMOVE IRTERFERIMENI NGIE NNLS ARONND TE PERNIETER OPENWi OF TIE G 50 TNi TE NAU)NG FUVKE aF 1HE VEIN LAYS FIAT TOTME ROOF s1EAMNG. SLIDE 1 TFE SDP AND 910E FLANGES OF TE VENT UPND UlOER SHWGLES.ALLFKJTTCM VEIN FIANCES TOlAV THETOP OF TIE ESHIN SMINGlES. ROOF HOOD VENT DETAIL 151 Km OR NOUseam AT AS- ANGLE MODIFIED 'I.O IN Ng6EDI LINE OF UNIDO OF494M TEMPO IOLD-L HDUSEW TUOC R AL WA RXD N AT. APPROVED NOISE~ OVBe 6114EATMN6 OVER WD STD WALL STEP 1 FLAGI OVER NAILNG PLANGE JAMDO INSTALL S' SELF-A0IERNG FLAOHING OVER VINTL HEAD FLAOMM (WTM END OAMS) NAIL TRANCE BEYOND JAMS FLASWNG INSTALL VNYL CAP EXTEND FLASMNG MN V BELOW SILL FLEXIBLE FLASHING DO NOT SFAL BOTTOM FIN ynta"jK I I MOLOEDAROUNDSASE OF PIPE AMO R FIANCE ALIGN RANYIG w W. EDw OF GILL MO. MECHANICALLY FASTBN FANNED EDGES, (CAP NAILS, STAPLES) INSTALL OUPONT REMURAP AS n AASNNG AT THE FOLD HOUSEIRNP DCUN A TAPE DIAGONAL CUT N ACROSS HEAD aF WINDOW MN PLUMBING VENT DETAILS SCAL 76 INSTALL S' WIDE ADIEa1VE - BAO® FLDGDLE FTASNI MATERIAL OVER DRP CAP JOIN (PRDIECTO-WNM DT-NHXL a FQ IV1 STEP 7 STEP 8 14� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 4SHNGLES TUMAED r s— FROM VALLEY (PNIERLINE ROOF VALLEY DETAIL SCALE: NTD APPLY 061 FOU (O EGLIAL) SEALANT H MI.ASHNG (LANCO UNITE -SEAL M-86 OR EC"ALA MOPE a" TO Ex blQM L IT 10 THE CONTACTORS RESPONSIEWILTT TO vEl!!Y THE COMPATIBILITY OF ALL PRODUCTS NCL.UDN6 NDUGEURAP. MEAL.ANTa . SELF-ADNERN6 RAI MNG MATERIALS TOED DURING CONSTRICTION. s. INSTALL ALL MATERIALS PER MANPAC ARM WtlTTEN SISCIFICATIONS W9XII. SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS UT14 DOW IIT8 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SI SNOUN SMALL BE IMPLEMENTED AT ALL WINDOWS WIT. EVIDENCE OF WATER INTRUSION BELOW TFE WNDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WIT. SEALANT t IT 16 THE CONTACTORS RESPGIDWSILrY TO VERIFY TIME C CI PAVIII ITf OF ALL F'RDDUCTD INCLUDING SEALANTS NSELF-ADLERSYs FLASNSG MATERIALS USED OUP043 CONSTRICTION. 7. FLASNSG AT EXTERIOR WODO IS AHD DOOR OFIINGS SMALL BE INSTALLED N ACCORDANCE WTN MANFACTURERb NSTALLATION NaTRUCTIONS AND APPROVED METHOD U OF FBI M103A U N ACCORDANCE WITH FENESTRATION MANFACTURER'D NSTALLATION AND FLASHING SEITIMICTIOND, WAI SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NITS P.: 7-7746078 FAX:40407-7744078 www.abdesigngroup.eom AA A: 000 q 0 a y 0 Fe C SUDDIV. de IAT SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEL: "2045-LANTANA" GARAGE SITING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 H E I 1 1 I I I 1 \ \ 1/8, —2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE 1\\ I\ 1/8' TEXTURED I \\ FINISH ® WOOD 1 \ 2x6 eUB 1/2' TEXTURED \ FINISH 6 CMU / \\ a ✓ ' METAL FASCIA \ WRAP Na' FROM \\ ' STUCCO, IFROM \ -" WOOD WALL \ , EXTERIOR WALL \\ �r (FRAME OR CMU) \ \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION T/S' TEXTURED FINISH •WOOD, IQ' TEXTURED FNISH • CMU METAL LATH { WOOD SHEATHNG OR cm UPS LAYER M, STUCCO UR.AP(FRAME ONLY) WRB LAYER 12, FORTIFIBER BUILDNG PAPER �I.-- - - (FRAME ONLY) ,n� � ��\N � RooFNe; cEr1ENT ©FLAN 8 —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE METAL KICK OUT `\ DRIP EDGE, V OFF WALL NOT INTO STUCCO) TEXTURED FINISH Q /WOOD, 1/2' TEXTURED / FINISH * CMU / \ 2x6 SUB -BAND W/1'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ®PLAN A METAL FASCIA WRAP I'OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/114'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (9? WALL x x x x x x x '�5( x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x � X X X X X % X X X % X J . x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x % x SUB BAND DETAIL ® WALL W/KIC K— OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a 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 or - DRIP EDGE 2x SUB -BAND W/IY'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY Grow i �n 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PN:407-774s078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 J ro x y F e 0 ro 0 SXMDIV. & LOT: SILVERADO LOT #6 BLK #15 PROJECT# 03719.001- 06151 MODET "2045-UNTANA" GARAGE SVFMG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 H E 0 PRINT 03/02/21 DATE: SCALE: 1/4"=f-0" SIME�T r A �? Vd AV _ .. _ --- TE'i --1�— TE-t I v 3 , 1 FM-16X18 1 F2-24X24 F2-24X24 1• �`; 1.1 w 1.1 LLI Wtz I I 4" CONIC. O w I �1It a. r o co w SLAB ai , ', I ' * 3 tl2" 7.1 Im I =I.- FW16X18-4" PVC '� 9' 2" 4'-4" T-O" CHASE, „ „ „ I 1 I , 8 J `� p• 0•• 3. 3„ ; TEA TOP OF TE — „ SLAB I0 Z q n w c� Oo %A W 1" PVC CHASE X r TE-1 `\ FOR ELEC. @ 'r 72 ISLAND 2 o a n o o I ` I I „ , I a I , 16'-6" ` 23'-6" , I 41 TEA io ,I � — — — EXTEND I� SLAB 1 1/2" L TE 1 a iv cn L TE-1— I 8 4'-10" 2'-8" 4" I +31/2" I I I I• ep I K I EXTEND — SLAB 1 1/2" °OFW16X18 J Eo 4"CONC.I�wSLAB W O4-31/2" I IIII 2 00 "1 I< TE 1 III 1 5/2"MC-1 �III 6FMC-16X18 FM-16X18 I — — 0 1.1 14 16'-0" 2'-7" I, I, 4'1" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2, TOP OF FINISHED SLAB SHALL BE -4-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44% SEE SURVEY PLOT FOR NAVD. S. 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. 11.01NDICATES #5 BAR, GINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, 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 C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER A OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION © S'x8' MASONRY COLUI`N W/ (2)05'5 ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN W1'5 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 616 W1.4xW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16, CONTINUOUS 18" - (2)#5's (+)O'-0" FMC-IBx18 16" CONTINUOUS 18" - (2)W. #5 IN CURB VARIES F-24x24 24" 24" 12" (2)#S. (2) #5'. _ (-)O"-U' TE-1 8" SEE PLAN 1. - (1) #Ss #5 IN CURB F1-30X30 30" 30' 1Z' (3)#5'S (3)#5's _ _)O•.g• F1-42X42 4Z' 42' 17' (3)#5'S (3)#5'9 F2-24X24 24" 24" 12' (2)#5'S ()#5's (-)1 .p• FOUNDATION PLAN SCALE: 1/4' = l'-O" A R C N I T R C T t 6 Grou ' Lem 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 id V M 0 a h C 14 SLTHDI'iI dt LOT: SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 M0DEL- "2045-LWANA" GARAGE SVIMG: LEFT PAGE: FOUNDATION PLAN 50 MPH EXP. D TE 03/02/21 SCALE: 1/4"=r-O" SHEET S1 30" MIN. EACH WAY MONOLITHIC FOOTING e z STEEL REINFORCING IN GROUTED g 1. STEEL REINFORCING IN GROUTED — ° °—- CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND - . v SPACING REQUIREMENTS SPACING REQUIREMENTSir v IY 0- Q w 1 - 0_ FM E EL ¢ u)110 < --MU— r K _ Z 8"CMU WALL O CMU WALL _e . CORNER BARS, SAME SIZE AS LARGER BAR I O '-vp +- 0'1P °I � IN FOUNDATION WITH 30" LEG EACH +- a e� .Y 1 WAY AT ALL CHANGES IN DIRECTIONS , - TOP OF SLAB 70P OF SLAB LAB vl SO THAT THE STEEL REINF. IS CONTINUOUS I - - _ e _ . . °I MATCH AMOUNT OF CONTINUOUS BARS EXT PORCH SLAB4"CHAMFER SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA (1STORY) #3 18" EXT. PORCH SLAB -• -VARIES♦_ • SEE SLAB SCHEDULE 70P OF GARAGE . I "I' .ILL CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE W/ 12' ISOLATION8"CHAMFER JOINT (WHERE tIANII (2-STORY) #4 24" W/ 12" ISOLATION I 4" CHAMFER (1STORY) 1� ` 6" CHAMFER (2-STORY)APPLICABLE) zE SCHEDULE 30" JOINT (WHERE. APPUCABLE) Z e • i EE SCHEDULE#5 aWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE„ 36' FOR WL/XD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO #7 iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 scALE:3a°=r-0" 2 @ GARAGE scALe3a=ro" CORNER BARS DETAIL 3 SCALE: GARAGE DOOR LAP TOP PLATE A MIN. OF 48" w RECESS AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHTcl B" LAP TO OCCUR OVER STUD OF WALL W/ PLAN w W W = N W W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR CURB FOR O a I O w NEW REINF. BAR SECURED W/ 2- PART SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/2" TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH MASONRY UNITS SET 1;AT V: �" Z'CAPPED CL S I EPDXY. MIN. EMBED PLATE EPDXY 5-12"EMBED. MIN. Q 16"OC V-V, GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPF16 MAX. W/FLANGE 0 BASE Q FOLLOW ALL MANF. BTM AND TOP PLATE N It SPECIFICATIONS FOR ANCHORS W/ 10d x 1 1/2' b = I USE AND COMMON NAILS FILL ALL d) " 4„ PREPARATION OF HOLES, DO NOT USE 10d W HOLE. x3" SLAB SCHEDULE SECURE FLANGE TO J� 4 RECESS AROUND GARAGE X21/4 O'QQO} [SEE �� DOOR OPENING TALPCON/3)1/4 TOPOF SLAB .. • 4" CHAMFER (I -STORY) ° \— — s 6" CHAMFER (2-STORY) LAP TOP PLATE A MIN, OF 48" EQ. EQ. SEE SCHEDULE AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. 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 WALLW/SYP No2STUDSSEE PLANS FOR SPACING. SINGLE SCALE:34"=1 ° (W/UPLIFT) 5 6 BTM. PLATE TO BE PT. SCALE 3/4"=1'A" SCALE: 3/4"=1'-0' PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO (p UPLIFT IS PRESENT. w m SEE SLAB SCHEDULE LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON �� Q NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED +- 0'd" ' [ 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 -,-A— WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 0- - - BTM. PLATE 70 BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 4 PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT cw) a EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE REQUIRED WHEN NO p U AND BAR QUANTITY UPLIFT IS PRESENT- 8"CMU WALL 01-91 POURED LINTEL CONT.(NP.) ��INTERIOR CURB FOUNDATION WOOD WALL G 6"CMU FILLED CELL (fYP.) _ TOP OF SLAB —SEE SCALE: 3/a"=r-a' (NO UPLIFI� SEE SLAB SCHEDULE I 2X WALL FRAMING +- 0'-0" SLAB SCHEDULE 12" DIA SIMPSON STB2 BOLTS 5" TOP OF SLAB Z s MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° • ! ° CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16' O.C. VERTICALLY MAX ° -- — - FOUNDATION AND SLAB 8' VARIES 8' I SEE SCHEDULE `ia3 SEE SCHEDULE IFOR WxD, BAR SIZE /FOR WxD, BAR SIZE ---5551II AND BAR QUANTITY I ✓ AND BAR QUANTITY * COMBINED EXTERIOR MONO- BRIG TO �c INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME WALL 9 BGALE 3/4"=1'-a" FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE 3/4"=1' 1 I SCALE: 3/4"=1'-0" i fD 9-C:ONT. IU SHOWER RECESS FOOTER 12 SCALE: T"=1'-0" r'ARCB IT 9CT21 Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m L AA #: 0003325 y V V 0 U h O 2 SVSDIV. as LAT: SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEL' "2045—LANTANA" GARAGE SVWG: LEFT PAGE: DETAILS 50 All EA W TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. � Z 9 TO HORIZONTAL RE AR W/ 10' HOOK - - t� GROUTED BONG BEAM VARIES PER ELEV. t° Z � o- 5 lee 0 p #5BARS (m� V ' in V 8„ 10' HOOK o ° -< IL < �.� �; ❑ CLEAN OUT REQUIRED 0_ FOR INSPECTION K l a m •• l e 1' O„ CO 0'-(Y' FIN. FLR. K O +� ° •� TIE RTICAL REBAR j ° 70 HORIZONTAL El°I�, i- • REBAR W/ 10" HOOK BAR SIZE 48 BAR CIA ° . ua�c'- Z W p #3 19, 3d CIVIL) UNIT DIMENSIONS gp ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 4888 DIA #B 36. #7 4r' HORIZONTALNERTICAL HORIZONTALNERTICAL METHOD 1 #4 24" #5 30' • O MASONRY SYMBOLS ,' 3 SCALE: 3/4"=1'-0" REINFORCING REINFORCING SCALE:34"=1'-0" # 1 1 SCALE 3/4'=1'-IY' 9M " MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 m DOWEL IN FOUNDATION. ❑ © K—,-�DOUBLE FILLED CELL MA A R C N I T I C T R Design GrOP. nc- Ai N. RONALD REAGAN B0 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdasigngroup.com AA #: 0003326 F h o� U m IS 0 a A F sysDIV. & LOT SILVERADO LOT #6 BLK #15 PROJECT* 03719.001-06151 MODEL• "2045-LANTANA" GARAGE SIMMO: LEFT PAGE: DETAILS 50 PH GENERK NDTE$ cODEs 1.t m-mDANG CODE TA EUTON, 2020 RESIDENML SECTONS Rgp226RS36. 1.2 FLORIDA wBUmLpNOOODE,MEDIilON, 2D20 BMLpNO, SECTIXS 1B012A210i. 1.3 BUILDING VIDE REUAtgMENi3 FORfEmFORCEO CONCRETE (1G131&1I). 1.A BUILDNG CODE REQUIREMENTS AND SPECIFN:I1TON fORMASONRY STRUOMtE3 1.3 AME1RSTRI0CIETYOFSCE .16). ER8 MINIMUM DESIGN LOADS FOR BUILDING$AND OTTER STRUCTURES (ASCE i-18). 2,) - : 2.1 CONCRETE CCAIPRES3IVE STRENGTH AT28 DrlY3: 3,? PRELASTWS TISED RESAIRRCBAENT4000Pg MIN. 2.,.2 PREC/STwPRESTRES3 RE,rfDRCEl1ENr-0DBB PSI 2.13 GfmUI PER ASTM uro-3W8PSIw MAx.3ro•AGGREGATE,Sro11•SLUMP. 22 REINFORCING BARS: 2.21 STEEL PLAt£DmPRECASTLINTEL ATTWE OF FABRILATW AS1M g3151ASi5M (GRADE 322 STEEL IN UN1EL arm NPm l(OUi BLOCK (PLACED IN FIELDI ASRE SIFJAS,EM(GRADE b). 2.3 PRESTRESSSTRANDSASTMA41 IANO,WTHA RELIEVED 2ro K3, 2.5 DETPIL REINFORCEMENT IN ACCORDANCE wrH Ap 318-11. 24 CONCRETING OPERAAIO AHALL COMPLY wTl1 ACI STANDARD$. 2.8 DA.S wRE PER ABTM AtOBVA1381M 3) MASONRY: 31 CONCRETEMISOrAYU RESS-S RE-TH-N. ASTM CBO. NORMAL NEIGNIwTI MNMLAI NET MFACOIAPRESSNE SIRENOT12amP91. 31 MORTARSrWLCONFORM TO ASIA1G2ro TYPE MOR•S• 33 FULL MfMTAR JOINi3 ARE REOlNREO 3.{BE LESS THAN 228d4YGOLWREsSTRENGT SHA-L CMUMm MORTARTE NOT BE MESS TUN TH = 2OR M. ERNA-t• STRENGTHPRISM E ESTABLISHED E THE VNT STRENGTH METgD• N ALTERNATNELY,BY TIE YR81A IESTMETI10p•w1ERE USM REOMREMENTS HAVE NOT BEEN MEi. 9)STRUAFEL : {.t SAFE LOAD VALUES ARE BASED ON LINTELS HANNO A BEARING OF WTI (WITH ) RESIIM ACCEPTABLE BEARING OF {' PER RIXiIDA BUILDING CODE TIH EpTLN, 2020 RESIDENTIAL. SECTON RBDBA.30R FLORIN BUILDING CODE iiH EpTON, T020 BULgNG, SECTION 2101.1 42 SAFE LORD VALUES BASED CN PATIONN.[ESWN ANALYSIS PERAG 3i&U MID INS ID2-16 4.3 DESIGIER IMr EVALUATE CONCENIRAIED LOADS FRW TFE SAFE LOAD TABLES BY CALCIAATNb MA%MUA RESISTING MOMENT arm 511EMATe DISTANCE gMUr FROM TE FATE OF TI£ SUPPORT. {{ FCR LINTEL. LENOTI AT660R GREATER. VERITCAL CELL FlLLIDSWOwT10R01RA1m MINMU4 OrE (1)>IS VERTIClL REBAR LS REWIRED ATEACH Elm OF THE LRfIEL. 4.5 LINTELS THATARE GREATER TUN CLEARSPAN MUST BE NDFDTFMPORPRY SM'PORT. NOT BE REMOVED UNTIL 2 2 DAYS AFTER OR011T PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAI6 W/ (9) 10d x 1 12' HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) l0d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSOJ H70A OR LGT2 W/ I Od x 1 12" 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, UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM CF UNTELS ARE r0 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 ENGINEERS REVIEW AND APPROVAL 10. PLACE 2K4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2. 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. 1 Z WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4-, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER_ SCHEDULE MARK UESMIPTIWV REMARK O (2) 2X12 BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L = BOTTOM OF LINTEL / T-O.A = TOP OF ARCH / T.OS = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (fl) SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8"XB' (1 )il5 GROUTEDSOLID LOADS 8"x8" RECESS DOOR HEADER GRAVITYO.D 8"X12" RECESS DOOR HEADE GRAVITY & UPLIFT SAFE LOADSGRAVITY 8"XlB" RECESS DOOR HEADER & UPLIFT SAFE LOADS 8"X32" RECESS DOOR HEADER ®®®®®® ® ®®®®®®® ® ® m�mo�®��o� ®mmo��ommm f 1 1 1 0 1 _ 1 1 1 1 1 ----W-- m----- m--- m--- M-m------- m---- m---------- m----- 81F1BAT/OMN B 13'-6" ♦ 81`16-i T/OM/OB ♦ ` 10,$„ ♦{�� ♦♦ ♦♦ L-------------�I U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL EL. 9'4" 8F36-lT/0M/lB 17'4" J* 8F16-iT/0M/0B 4'6" 1 1 i ' A m CH5 I ♦ ` 1 ♦,, f 1 ,I ♦`♦ ' 1 1 1 ♦`♦ ` I , 8F16-1T/0W0B ,♦ M' �♦ 1 1 5-to ` 1 1 1 1 .i i-------------------- LIFT BEAM PLAN F-ARC N I T E C T 3-1 GDesign rou 1e4:. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 J d u M O e6 C a BUBDIV. & MIN SILVERADO LOT #6 BLK #15 PROJECT* 03719.001-06151 MODET-c "2045-LANTANA" GARAGE SIWMr-: LEFT PAGE: LIFT BEAM PLAN 50 PH E 8 -DATE: 03/02/21 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 1d' HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9k8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 15 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \, PLACE STEEL HEIGHT OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 15 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16' �O FLP / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL O / m- / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. �LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. *---,(- PO � flE Bz16 DBL. BOND — TOP OF -T QFL� BEAM W/(1)#5BAR BONDBEAM oo- EACH COURSE • \�O 8x8 BOND BEAM TOP OF W' TYPICAL • �OQ�� F FILLED W! GROUT W/(1)#5BAR .y, BOND BEAM = .�t\O U =UNFILLED GROUT SOLID FROM TOP #5 BAR IN BOND BEAM .r1\0 NOMINAL LINTEL TO 70P OF BOND OF OPENING WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 p 8x8 PRE -CAST CONCRETE 16-1 T/1 O —`� LENGTH OFIBAR B WIDLTH OF INTEL W/ MASONRY CORNER HEIGIHT #OF#5'S,TOP OPENING-Z' BEAM DESIGNATION R IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING OF BOND BEAM 1 THAT XFXX- 1TAMOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE AND XFXX-1TAMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1TPIM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T,DM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM A7 HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD ._ WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 14') W FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-14' _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST 1!4" OR DRIVE PIN (MIN SHANK WINDOW �. SIZE.,45 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1!4") 6' = SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" d EMBEDMENT 0 _ 2x8 (MIN 2X3)2-3/16 TAPCON OR VE PIN N OPEN FACE SHELL SO SHANK SIZE .1 51 MIN HEAD AS TO ALLOW BENT MIN EMBEDMENT 1 2X4 SOLID BLOCKING FROM BAR TO B PLACED IN 11/4") 8" EACH END AND SECURE TO SHEATHING W! /7116'OSB UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" EMBEDMENT MIN. 2-12tl PER BLK EA. END TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING CMU WALL CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=T-0" SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL 5 SCALE:34"=,'-o" 1 PROVIDE 3" DIA. HOLE IN 1 LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL > I - I SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM R 8x8 CMUSINGLE (I / W/ SINGLE OR DOUBLE REINF. BARB), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH AT EACH SIDE AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE M f� 'Y'H LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=,'-0" r-ARCR IT RCT8 Gr uoln. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 W 0 i; m 0 ~4 h A gF G ti StMDIV. & I.OT SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEL "2045-LANTANA" GARAGE OWING. LEFT PAGE: DETAILS 50 ^H E 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) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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 2 718" 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 LBS SHALL BE FABRICATED W/ A 24 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. 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS w w w w w w w w w w U w U jL N r rD n r r �n w w w w w W w w w U � — (2) PLY 2X12 WD. BM. AH11T — 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE AH15 TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. AH17 AH19 A A A A A A FRAMING PLAN SCALE: 1/4" = V-0" MAR A R C N 1 T E C T 5 q...!Gr LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .andeslgngrouP.com AA 1e: 0003325 F y r; V 0 v O F StMDIV. & LIOT. SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEL. "2045-LMANA" GARAGE SMRNG: LEFT PAGE: FRAMING PLAN t5OAPH E 2021 ra" 03/02/21 DATE: BCALJ 1/4"=1'-0" SHEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER 1.2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17' 01C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", W x 4'-V' 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 (p 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) 1 a 1 b 1 c TYPICAL TRUSS/ GIRDER CONNECTORS) som BALI®tOM THICO 88 4500 3/4" WOOD PANELS 6000 (2) UT WOOD PANELS 60 (2) i/7' WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR. 1r2" HIGH STRENGTH CLG. BOARD SECURE WOIS7 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 BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD. r,--'\I-JOIST CONNECTION @ L.B.W. `* scALe3ra"=r-a' (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >5/8' HOLE DIAMETER 2/5•0 SGL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE >5/8" 01 BTM. HOLE DIAMETER PLATE < 3/1D DBL STUD STUD NOTCHING �AND BORING LIMITS U SCALE'. , 12"=1'-(Y• 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 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 GIRDER TIEDOWN REQUIREMENTS. �Ai1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS }'x 2 }" TO GIRDER B-(t) SIMPSON FGTR GIRDER TIEDOWN WITH (2) k" x 5' TITEN HD TO CMU AND (18) SDS �' x tx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) }" x 5'TITEN HD TO CMU AND (18) SDS t' x 3 GALV. COMMON NAILS. tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BM EE ENSURE THAT CELLS ARE GROUTED 17' SSCHEDULE O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) e ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) SCALE SEiES BAOUBt0L1( TH INM 4500 3/4"YWOD PANELS 8000 (2) il7' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2z LUMBER LSTA12 20 GAUGE W/ lA V2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK f,�_ HTT4 W15/8" AB. WITH MIN_ T' EMBEDMENT TO SLAB & (18) 16d x 2-1r7' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a. 5 LVL/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" 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 Wr (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) 3/4!- 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) 3/4"° 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/JSOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON - HTSM20 W/101Dd TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 7' COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6-0" MAX (W/1X4) OR 10'-D" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'W' BRACE SEAMS) 30'-l" TO 60'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE BRACE 0 CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN, EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 DIAGONAL P.T. PLATE W/ 12d's 8" . CHORD STIFFBACK (AS PER O.C. MAX CING, SEE TRUSS ENG) CON7. 2x4 SECURED W/ V FOR LOCATION (2) ,Otl's EACH TRUSS NOT BE TO BE INSTALLED UIRED 10'-0" O.C. MAX. CHORD OF ID ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C —� —END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 10'-9' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. G BTM. CHORD BRACING V SCALE: 3l4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE R RG. OR 7M. SCHEDULE. SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d W 5 10 MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY a0 CLOSER THAN 6' O/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 SD3GESPACNG CBARALSPACNG A DOUBLE 2x8 1r2' 6' O/C 16' O/C B DOUBLE 2.8 3/4" 8" O/C 24" O/C C DOUBLE 2,10 1rz, 8" O/C 16, O/C D DOUBLE ZdO 3/4" 6' O/C 24" O/C E DOUBLE 2110 3/4" 6" O/C 16, O/C F DOUBLE 202 3/4" 6" O/C 1T O/C 10 WOOD LEDGER DETAIL SCALE: 3l4"=1'1 . SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS 6DALE 3°"=,'-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 70 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE:-'=l'-lT' A R C N IT I C To 6 Gr aOia 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngmup.com L AA #: 0003325 J q W 0 a 0 eR C 9VHDIV. de LOT: SILVERADO LOT #6 BLK #15 PROJECT* 03719.001-06151 MODET- "2045-LANTANA" GARAGE Sr►INO: LEFT PAGE: DETAILS 50 PH a. ) FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116' "x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'1I" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, �� FLOOR BRACING SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING JE SIMPSON SPH4/SPH6 BTM. PLATE *STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/2" HDG NAILS GIRDER TRUSS WALL IfFLOOR FRAMING, %,-"\ TRUSS PARALLEL TO WALL DBL PT 2x6 BLWNG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEER STAGGERED ANDS 10d ( INTO 2x6 BELOW 8" CMU WALL REINF PER PLANAL PER LEVATION z o= UL, PER ELEVATION m=� 1X2 FIRE -STOP 1T NT #8 WOOD SCREWS �M x Z' LONG @ W O.C.; �IIIIII, STAGGERED OFF CENTERLINE OFF 2x6; NT 3/4" AS SHOWN SIMPSON A23 EA. TRUSS -71SF- /4" NNLING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING r, ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1 Od @ T O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2.6 x 2' LONG @ 3' O.0 NT 2x4 BLOCKING EA BRACE TOENAIL INTO TRUSSW/(4)16d RBRACE STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF 'I� - NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2.6; 3/4" AS SHOWN 2x4 BRACE a 48" O.C. W/ (5)12d 1,4. MIN. FROM 2ND. FLR. FLOOR DECK 'Nµ, NAILS @ EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ t/2" EXP_ BOLT NI 8d RING SHANK NAILS @ 4' O.C. MAX @ BT. OF FLOOR TRUSS 6' CMU WALL AT 16' O.C. ANDS" FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-1Q" EMBED. TL 16d NAILS @ 6' O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC 4« PER ELEVATION PER ELEVATION LL 3 ' '-0 NAILING PATTERN 0 g jU w PER ELEVATION t =z PER ELEVATION PER ELEVATION 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER WI FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS @,2' D.D. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ REPAIR DETAIL IF FRAMING PLAN) BOND TEAM REQ. BOND BEAM REO. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/TRUSS PLAN) AT TRUSSES PARALLEL 32'0.0 MAX. (VERIFY W/ TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 *SDALE: 3/4"=,•-�• PRE-ENG FLOOR TRUSSES NOT USED 6 7 SCALE: 3/4"=1'-0" O PRE-ENG GABLE TRUSS 2(4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS R-0' O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O CMAX NOT SHOWN FOR CLARITY) e PER ELEVATION FOR STRAPPING (1 VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 11T HIGH W/1FI' DIA. ANCHOR BOLT W/2' A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE WI (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 3Z'OC MAX. B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2xB P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION 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 12" Gyp. WL. BD. :0: ` AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ Z' WASHERSET IN HIGH STRENGTH �y TRUSS TO BE INSTALLED@19-9'0.C. MAX. 10dx 3' EPDXY 5-1/2" EMBED. MIN. @ 16' TRUSS/IIVOOD POST CONNECTIONSi'IA 1 O8 10b 1 OCi OC MAX. SCALE: 3/4"=1'�7' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" a ° A- SIMPSON MTS-12 U: 990 LBS W/ (14)10d GALV. NAILS. • 0 B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/6- A.T.R. TO HOU4 AND (10) 114" X 21P1' SOS TO POST _��TRUSS CONNECTION @ L.B.W. POSTTO SLAB CONNECTION .7Q .7U SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26)16d x 2-1/Z' NAILS TO POST. A I C N IT I C T 8 Grouper 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 V 0 y 0 0. G SUHDIV. de LWJC) SILVERADO LOT #6 BLK #15 PROJECT# 03719.001-06151 MODEZZ "2045-LANTANA" GARAGE STIMG: LEFT PAGE: DETAILS 50 MPH to FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37' 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 C 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM Bd RING SHANK, 2 3/8" 0.113 170,000 ING (16---20 RINGS F1667 SCREW SHANK PER INCH) 1 8d RING SHANK, PNEUMATIC 2 M" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/7' CDX OR 7/16' O.S.8. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Od RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U ZONE 1: 8d NAILS R 4" O.C. ON EDGE AND 6- O.C. IN FIELD ZONE 2e, 2n, 2, Bd NAILS 0 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 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES . TYP. EXT. SHEATHING ATTACHMENT Z N Z w 00 w Z ¢U Nd Z v K S RAFTER OR TRUSS ROOF SHEATHING O _ ZI 9° s3 m f' BUILDING LENGTH •T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 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 ` C#67' DECK SCREWS @ 6'-8" O.C. MAX EDGES & 1Z' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YY. Jl4" I deli JUG-I-LUUK UtUN— LiLUtU I U ALL tXY U M—b—b FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER OPPLICATICN SIZE SPOCMIG nEMORx3 MOSONRY/GONG. CPSE HORDENED ODL NNLf f/1'LONG. BLOC GOPAGE DOOR BULT( TG MOSJNRi/CONC. tM DA NO WPSNEN TPPCDJ MA9DAY FASTwER S.00 lC EMBEDE4" ENDDST., itYY p6T. SDDPAL.IXNOTE6B LOSE HOROEHED ODL rac WANT-SOPo FOSTENm GMOGEOWRBUCx 8� qA E%POM�ON T OIC (3,Y OIA1 d"EMBED., 4'wDDISi., T, SEE NOlE6 NNL 11R"LONG. 8TOGGfRm INTO MOWNRVrADdD. TO M08JNRIFANC. WWOSNER 11-1 YEDGE DST. CAGE NOR-ODL roc wIND>wmooRA FnsiENEo MEiu sinnP To CONTACT THIS ENGINEER FOR SPACING 10— --Elaw REQUIREMENTS BUOxLPT, SEE NOTES NpD�ytetxn. WASHER taac 1 -EMOED wD. EDST. NONSEnrurx;vrooD :r ac EMsm a"wo T..rEOGE DST. 9'MN000LSE ]B"POE 31 r0'O 4-END DST.,1 P TEEM COL., SEE D.1TyA WOBHER� STOGOERm EDGE DST.f? NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS MADE OR WIDER AS THE DOOR OR W NDDW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOS FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M MAXIMUM AGGREGATE SIZE SHALL BE 34r, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH 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 SHOVM ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCJR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 316'_ ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, Uf SILLS, SHALL BE SOrHERN PINE NO. 2 OR BETTER. FC= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB54N-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWNGS. SEAMS LAPPED 61NC14ES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, 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 WTH 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 FSCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS- SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAW NGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PST 20 psf TOP CHORD i1pnSDnpNnNtt 10 psf BTM CHORD-non-conct—nt DEAD LOAD DEAD LOAD 15 Psf TOP CHORD 20 psf TOP CHORD (7 psfw/ASPHALT SHINGLES) (10 Fsf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 PSI` STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS'. 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED VAT OUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REOIAREMENTS OF ACI 318 AND ASTM C94CRTI 94MOR MEASURING. MXING, TRANSPONG, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONICRETE IS BATCHED. THE MAX IMIIA TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY W SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE PATH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE 0.5 FOLLOWS: A FFOR CONCRETE CAST AGAINST AND PERMANTL ENY EXPOSED To EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH AN WOR WEATHER 1-1/7 FOR 15 AND SMNUER 7 FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1? FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 054/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-T OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION- HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" 06 BAR - 36' #5 BAR - 30" #7 BAR - 47' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS{3RADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14 "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION: AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY ]DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 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 RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-47S AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 101. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWSE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 777 A R C N I T t C T t 6 DeSlgn Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA#: 00.s F h 4 W 0 ti V O svHDIV. de LOT: SILVERADO LOT #6 BLK #15 PROJECT#T 3719.001- 06151 MODEL.• "2045-UNTANA" GARAGE $VrMG: LEFT PAGE: DETAILS 50 H E 2021 PRINT 03/02/21 DATE- sCAL.E: 1/4"=1'-0" SEMICT SN1 A E C E I T E C T S © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIAS_JL '-J-CH. J' 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 CONCRETEIMASONRY) FASCIA WOOD BOARD BY OTHERS 7QSTAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @- 12" O.C. MAX (INTO (Z)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 STAPLES INSTALLED 70 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. J' MAX- 46o— DETAIL D O STAPLES INSTALLED, J—CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT--�I 3Q J-CHANNEL) J" n 111—T A 11 r J—VI U'1191'ILL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH kv TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JO / BY OTHER EMB. 1X2 WOOD BATTEN 11 OFFITO �&CHANNELQ3 DETAIL B J—CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER /'TRUSS/JOI LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTENS �2X2 WOOD BATTEN 10 O SOFFIT- '� INSTALLATION SCREW, O 3O 2-1l4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN ATTCHMENT 8 �„ MAXI FASTENER SPACED 24" g0 MAX O.C. S IN D @ S" DETAIL C O.C. (INTO 7D WOOD) IN J-CHANNEL J—CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) 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. PAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE#) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE#) 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 •F?jlli{i••. Fj ii_F• ••FF;F���>�{;�} ���;>•>t��Jf�����. •.. 13.519 .£;>t>tsFF••• .375 375 i„iFF• .4 3.625 3.625 .3. 5 08 .0 12 MAR 0 DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO 1111AR VINYL -NO. 639 Design Group... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 W W W.8bd6signgMup.com L AA #: 0003325 R 2 8 w 0 0 d BUBDIV. de LAT SILVERADO LOT #6 BLK #15 PROJECT#/ 03719.001-06151 MODEL: "2045—LANTANA" GARAGE OWING: LEFT PAGE: SOFFIT DETAILS 50 MPH E rs"1 03/02/21 DATE: SCALE: 1/4"=1'-0" S MET SD