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HomeMy WebLinkAbout35993 Morse Willow Ct99 2558-flAWTHORNE99 FOR: ® y a k t. fl R, HOR110N At'c G f q 12602 TELECOM [DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -PLORIDA BULM(; CoDB, R6 ShMAL, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION " 7TH EDITION ( ) -AIL LOCAL AND STATE CODES AC AIR CONDITIONING ADJ. AD CONDITIONING A ALTERNATE KC LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER 00/25/19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/26/19 ADDED STONE CAP NOTE TO FRONT ELEVATION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :OCCUPANCY -OCCUPANCY - RESIDENTIAL, GROUP R3 TYPE - VB -1@I. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - B 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES BD BOARD °E CL CENTERLINE CAB. CABINET CLG. CEILING CUR CLEAR CONC CONCRETE CPT. °T C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED D A. DIAMETER MUM � METAL T THRESHOLD MID, MOUNTED MCI. METAL MIS NOT TO SCALE O.C. ON CENTER PL PROPERTY LIE PB PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD P. PAIR P.T. PRESSURE TREATED PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2D-ELEVATION -D" FRONT & REAR PG A3D-ELEVATION "D" LEFT & RIGHT PC El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MS -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS 07/26/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 10/14/19 UPDATED LED LICFf19 PER D.RSORTON 30/sD/l9 UPDATED LED DETAIL BUBaLra PER DR.HORTON 11/OB/19 RLVt860 CAIIAUT ON FOUNDATION R INTERIOR WAIL •/ UPLU7. 01/20/20 ADDED SDU`SON CONNECTORS I.L.O. USP 11/18/20 ]LADE REDLINE CHANGES PROM ENO. FOR 2020 CODE CHANGE 11/18/20 WAITINO ON ENGINEER APPROVAL FOR DETAIL UPDATES DIM. DIMENSION DISP. DISPOSAL DR DEEP DR DOOR DR DOWNSPOUT DTI. DETAIL D.W. DISHWASHER R RISER RAD. RADIUS RA. G. RETURNAIRGRILL REF. REFRIGERATOR RM. ROOM R.O, ROUGH OPENING S.C. SOLID CORE EXTDR PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS 01/08/21 REPATHED XREFS FOR THE 2020 FBC -STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALC.'S EA. EACH S.D. SMOKE DETECTOR PG WAS -WALL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA �" QUALn°" SHT. SINGLEHUNG AR No. 93723 EXT3 EXHAUST EXT. EXTERIOR FGTX. I=GLASS SHTHGWR. SHEATHING SHWR SHOWER SIM. SIMILAR A.B. DESIGN GROUP, LLC. LIVING 2,531 bn 5C'!,•FT. - 5G1. FT. F.G. FUEL GAS FIN. FINISH FIR FLOOR SL. SLIDING SI , STANDARDIDING GLASS STD STANDARD 1441 NORTH RONALD REAGAN BLVD. ENTFRYa ENTRY 51 617. FT. FLUOR FLUORESCENT sws SHEAR WALL SECTION LONGWOOD, FLORIDA 32750 COVERED LANAI 200 Sa FT. FR DR, FRENCH DOOR FTG. FOOTING TEMP 7EMPEREDGLASS Tel: (407) 774-6078 GA. GAUGE GAR. DISP. GARBAGE DISPOSAL rim THICK IOC. TOP OF CURB Fax: (407) 774-4078 TOTAL 3,4N Y9 ea Fr. GFI GROUND -FAULT CIRCUIT GL GLASS IOS TOP OF SLAB TYP. TYPICAL STRUCTURAL SHEET # DESCRIPTION PG 31-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS GIP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER HOT. OR ITT HEIGHT Wi WITH INSUL INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT INTERIOR WDW. WINDOW w/H WATER BEATER W.I. WROUGHT IRON PG S2-LIFT BEAM PLAN PG 32.IA-DETAILS PG S2.113-DETAILS 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 PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.1C-ENTRY DETAILS ELEVATION 'D' PG 3N1-DETAILS PG SD1-SOFFIT DETAILS INFORMATION) TO THE ARCHITECT OR. ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1.a IN WRITTEN/DRAWN FORMS IN`A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONS®IUTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'9 HAVE %gEN GENERATED FOR UNCLEAR ASPECTS OF THE A A C N IT A C T A Gro ign DesO,2. 41 N. RONALD REAGAN SO LONGWOOD, FL32750 FM: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h a .°j 0 O R svaDiv. aE LAT: SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL.• "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: COVER SHEET 150 MPH Ey. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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. SM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/:INCH GYPSUM BOARD OR EQUIVALENT, 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. 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 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH%' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N IT E C T 8 Gmro i In Wi N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a 04 0 R 0 F lqu. ea LOT SILVERADO LOT #12 BLK #16 PROJECT/t 03719.001-12161 MODEL" "2558-HAWTHORNE" GARAGE STATING: LEFT PAGE: GENERAL NOTES 15 PH XP. B DA 07/09/21 EICAL.E: 1/4"=1'-0" SHEET 16. GN isl_ej' 12'-4' 2'-4' 5'-4' 10• '-0• 13'-0' 35-SH �n — ---- _Q ----0 — 5-SH I v TUB/ I M PAN. v N I I RANGE v m M1 I I s 0 I BATH:o� I 7 12 • 0 B EDR CM 4 II ?s '.43 a 6'-4' CLG r -4' BEDROOMS v+ CAPE V.4' CLG. �)( I • • M1 is I�j Q' - - - - - - - --10. 9 '! FLAT �HDR b M1' iv v M • B'-0' AFF. v 145 m A - Al FLAT HDR 8'-9' 4'-6'-0' B'-6' I I AFF 5'-2'-4 3' b' 2_4, 3'-4' 6'-8' - 5'-9' III it 26'-10' 2'-g 1,0• 4 S' B,-8'K�R I 13'-0' I� ? 'v e COVERED LANAI n - GR9A4 MFOYER9'-4'CLG.NDRYBARREL m eT-4'CLG. I- � pi.0 GLG. °,4. al 0FROM 8'-4' TO 8'-8''-8' i I -- I --I$N v ISH r---- -- X I a I ; STOR. wLc. I w.Lc. I L-------� - e - m ti ISH r-I � C CI j �, -- - - - - - - - - - - - , * M1'8 r I 9 �Lu I ® _� - '^ BARREL CLG. �` Q uVu I 3-CAR GARAGE FROM8'-4' r QI 9'-4'CLG. 9 - I I I O'X36' TO B'_8• I'-10 1/2' 2 1a"- IIIIIL BATH e ® BEDROOM 2w PRE- 0 1 lII �A I . PLUMBm- ar0'x _ BEDROOM 1 RD 0p 9'-4' CLG WIC. _ TRAY CLG 70 10'-0' 94'CIA I1I BATE —2- STEEL PIPE BOLLARD a (Ilic-o�Nd1l ---------------L---- Fill G. OLUMB uaI ° o -,v M1° ISH a 35-SH 34- H IH4-6H 25-SW EGRESS 42' H. KNEE TEMP. TEMP. EGRESS HB WALL W/ TEMP. GLASS W/ 24' TEMP. GLS. DR 1'-4• 5'-4• 5'-4' 5'-4• 12'-4' 20'-4' FLOOR PLAN SCALE: 1/4 • P-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 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 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL DIMENSIONS ARE FROM FACE OF T %' BLOCK WALL (OR EDGE OF FLOOR BLAB) TO FACE OF WALL STUD WHO. - ALL INTERIOR WALLS ARE 3 )V UND. - DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. - AIR COMPRESSOR SET ON 44'X44' POURED LONG PAD. PAD BEGINS 6' FROM EDGE OF STRUCTURE. - SEE SHEET ON FOR GENERAL AND 6TANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT INTERRIPTER - ALL FULL HEIGHT BLOCK WALL6 BEIUEEN FILLED CELLS WITHOUT OPENING6 ARE SHEAR WALL*. SQ.FT. CAM'S LIVING 2,531 60. FT. GARAGE bll SQ. FT. ENTRY 51 SG. FT. COVERED LANAI 200 86L FT. TOTAL 3,405 60, FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'x12'SQUARE LATICRETE BY HYDRO BAN. RD. SHALL BE 14.5' x 14.5'. BOTTOM SHALL BE INSTALLED AT 54' APP. UND. mEiPG�IEEFORSW 1DG=18 d9Elm lam ME OWHODPA 1BII111® NOTIFE FOOTAW MIN. WINDOW 9 5 243/-328 CRITERIA EXTERIOR OWING 24 5 22.9/-29.8 DR MIN. CRITERIA SGD. MIN. 96 5 20.1/-29.4 CRITERIA WO CAD. 56 5 216/-21.I 160T0 OAD. 112 5 203/-24.9 BASIC WIND SPEED MPH - 150 (Vult) 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 WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CMWDAIDOM SHIM AND SECURE RADIUS CORNERSSEE COUNTER TOP VARIES MATERIAL TO P,LAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING ] INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION KITCHEN ARIE BAD Q4 BRACKETS AS WALL =NECESSARY. 2'X&'X35-1/4' CABINET ,� m LOW WALL = 2'Xb' STUDS • Ib' O.C. W/ in, DRYWALL TYP. CABINET SECTION A SCALE: NTS A It C N I T[ C T S 6 Design Grou .n! 41 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rb 0 a EIUI3DIV. & L/OT SILVERADO LOT #12 BLK #16 PROJECT* 03719.001-12161 MODEL• 2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: FLOOR PLAN 150 E 020'-2' BLDG. HGT. A R C N I T E C T S RAISED STUCCO BAND (TYP) FOAM CAP B'-4' BRG. HGT. SHINGLE ROOF c is �.. I��■ ■ .� �.� ���I AREA OF ATTIC = 3674SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 = 12.25 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1763.52 = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL#OFVENTSREQUIRED = 7.66748 TOTAL#OFVENTSPROVIDED = 8 SQ. IN PERLINEAL SOFFIT VENTILATION AREA = 11.736 FOOT = 881.76 /11.736 TOTALLINEALFTOFSOFFITVENTINGREQUIRED = 75,1329 LINEALFTOF *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) FRONT ELEVATION - SCALE: 1/4' • I'-m' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF -RIDGE OFF -RIDGE VENT VENT 12'XIS' DECO LOUVER - CRICKET _ _ _ _ __14'-2' BRa. HT. _ _ _ _ _ _ O �® ENTRY IS'X12' DECO SHUTTERS (TYP) d C FOAM CAP r} 2 �I I j O'-O' FIN. FLR F=- - - - - - - - - -- REAR ELEVATION-D SCALE: 1/4' • 1'-0' TEXTURED FINISH STONE VENEER FIN. FLR I\ I• I -0• / LOUVER DTL. D SCALE: 1/2' • P-0' ------------------- I 5 2 I 3 0' 2' 51,I 5RAISED SIDE STUCCO BAND LITE (TYP) I I I I I I I m m I I I I I I � I � I � ILilI I I I xl= i `--------------------' ENTRY DETAIL A SCALE: I/2' I,_®I/2' I'-0' 1 i in BAND DTL. ; BAND DTL. B SCALE: 1/2' • P-0' C BAND DTL. BAND DTL. E \11SCALE: I/2' • 1'41' B SCALE: 1/2' • 1'-0' Grousi In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y G R 9v13DIV. & WT: SILVERADO LOT #12 BLK #16 PROJECT* 03719.001-12161 A[ODEL.' "2558-HAWTHORNE" GARAGE 9WIIJG: LEFT PAGE: FRONT & REAR ELEVATION „D:, 15 M H EkN B Dpurrr A 07/09/21 9CAL.E: 1/4"=1'-0" SHEET A2 OFF-RI� T OFF-R� T I 15 II OFF -RIDGE VENT 14'-2' BRG. HT. — - — - — - s E—� NTRY 5� OFF -RIDGE VENT 9'-4' BRG. HGT. 9'-4' ERG. HGT. O d FOAM CAP ID'-m' FIN. FLR 0'-0' FIN. FLR. — — — — — — — — — ---------- ------------------- -MIN.8 GRADE STONE VENEER LEFT ELEVATION-D SCALE: 1/4' • I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS II OFF -RIDGE VENT 5 14'-2' BRG. HT. OFF -RIDGE VEII o ENTiwo I215 6' FOAM CAP 9 d �p r FIN. FLR SCONE VENEER RIGHT ELEVATION-D SCALE= 1/4' . I'-m' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANFACTURERS SPECIFICATIONS A R C H I T E C T! Gram O.n.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y 8 0 w O F EIVHDIV. ae MT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL: "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION :: D:: 150 PH E B R DATE:07/09/21 SCALJC: 1/4"=1'-0" SHEET A3 D ELECTRICAL LEGEND SYM. DESCRIPTION i} TANDARD SWITCH -4 -WAY SWITCH 4 -WAY SWITCH 4 IMMER SWITCH rill BUTTON ISC40WECT 1 HERMOSTAT INGLE RECEPTACLE (12SW20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 1OV DUPLEX RECEPTACLE (EQUIPPED ITN GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) XTERIOR WATER/GFI CEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE GTOR) -Q EDICATED RECEPTACLE I-Q L MOUNTED LIGHT EILING MOUNTED LIGHT } NDANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE NT FAN WITH LIGHT (I CFM PER 86l FT.) 8QQ BULB LIGHT FIXTURE a2w BULB LIGHT FIXTURE ancann BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) � x O CESS LIGHT • CESS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) L METER (FIELD VERIFY H® -BOX(WALL MOUNTED) ® -BOX (CEILING MOUNTED) FILING MOUNTED FAN B T FAN (I CFM PER $a FT.) 4 HONE JACK HQ OKE DETECTOR (WALL MOUNTED) Q OKE DETECTOR (CEILING MOUNTED) ® /CARBON MONOXIDE G I I MOUNTED) HIMES ® E IWG MOLNTED OUTLET FOR GA OPENER TV V JACK •-E PORT •LOCATIll jACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBGR l!h EDITION (2020) 4 NEC 210.12 201T 220AMMPP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR Tth EDITION CZ0Z0). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR lth ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (2020). • ALL LAMPS SFIALL BE SELECTED BY BUILDER AND T5% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Ith 1p UP OR I � I ! I ! I FIRE -WIRED CLG.FAN I 1 COVERED LANAI W.I.C. ' �9D / v ---------------� I I % BEDROOM 1 I I I PRE -WIRED r r CLG.FAN i L - 9 ` PAN 1 1 —_ GFI I PRE -WIRED / CLG. FAN L GREATROOM r J/' I BATH 1 W.I.C. BATH 2 I I I I I I I m I � _ I I m I I `fl I LED LIGHTING LED LIGHTING LED LIGHTING @ DOUBLE LAV. @ SINGLE LAV. @ SINGLE LAV. BATH I BATH 2 BATH 3 PRE -WIRED BATH CLG. FAN Q I I BEDROOM ( /Th • D I I I I I I n FOYER I I - r r LAUNDRY S/CO ( II -TOR 11 \BEDROOM2 PRE -WILD `-' CLG. RAN I � F ! BEDROOM 3 I I I Q PRE -WIRED ):l CLG.FAN I / � (DOD �GFI II II I II I -__ L I I _ L P8. FOR - - --_CHIMES- CFI• 4'AFF. \ GFI CC G OUTLET r GFI• I 44''AFF. LIGHT 4 y SWITCH i IN ATTIC I I I I GARAGE I CFI. I 4�4'4FF. GFI CLG. y OUTLET J OUTLET FOR IRRIGATION METER FIELD VERIFY PRE -WIRED FOR COACH LIGHT I I� III Ir I' II I l II l II I 1 II I i I PRE -WIRED FOR COACH LIGHT I � I i I I I ; I / I i WIRED FOR COACH LIGHT ELECTRICAL PLAN SCALE+ 1/4 • 1'-0' PROVIDE 3 2/0 CU, 118 CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 4 AL CND IN Y' CONDUIT, (CONDUIT TO TER11NATE ABOVE SOFFIT • OVERRANGJ 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL Norea A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UTH ELECTRICAL PRONSICN6 OF M O SERVO T10N SERVICE DISCONNECT 200 AMP g0/)40 VOLT I PHASE THE FBCR TT41 [OITION f202m). LOCAL CODES, AND 6UIITCH �'D M.O PANEL ALL LOCAL F'OIIER COMPANY REGlIl1EMENT6. METERELECTIN METER M NCMA B. ALL CONDUCTORS SHALL BE TYPE THHN/TWN 3R ENCLOSURE UNLESS NOTED OTNERWSE. mca TELNPHIONE 6ERO E CABLE 1ELEVI6ION ENTRANCE 6lRVIGE POWER C011PANY TLOW EWIPMENT ENTRANCE TRANSFOR'ER EfiIIFMENT MTER6YSTEM BONDING TER'7MAL AT GRADE VOLTAGE CONNECTION6 PROVIDE 200 AMP, 120/240 VOLT, I PHASE 6ECCNDARY ELECTRICAL SERVICE. PROVIDE 3 20 COPPER (CW IN 2" DIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 -4/0 ALUMMIIM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UTH THE ELECTRIC COMPANY PRIOR TO DID. 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVI9ION6 OF FBCR TTH [OITION f2020J 6/6" DIA X S FT LONG COPPER CLAD CROWD ROD A N 0 N I T E E T! Design Grou . . LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www;bdesigngroup.com AA * 0003325 i y 0 0 F 0 lEll Ell El El 0 0 — — — — — — O—° — — — — — — TUB/ 0 I I C I C I U I 3 I I >o I i ix /� • • ry v 1l'-51/2' 2'-B" W-115/9" -T" 12'-11 15'-3" HB — — I I I II � I I I I I I I I II I I I I I I I I I I cEl I I I I I I Ell In I I I m II I I I II C q/ II I I I j ili ILA I EA C El r � � > I I I I I I �n EI0 I II I a 1 m M 1 I I I I I J I I - ° > O—� " Ell O � 2. VTR KITCHEN SINK W/ AUTO VENT HB fil z, 2' VTR I1/2 ' VTR zb11��TTRRI �'l I ,I 2 1 1 1 1 LAV, TUB / 25'-2' 2'-B' 3'-�' 4'-5" 2'-B' )4'-10' ILAV. 1 3' 3' I ICI 3' I 3• I I.LAV) HWR 3. CO SHWR I I V WASHER 4' PLUMBING PLAN TU W'C. TO FRE- SCALE, 1/4 . I'-0' mumMAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. '8' TYPE ARE PROHIBITED. A R C N I T E C T 8 6 min Grou Ina LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003328 a w y O F a FBLK O PROJECT# 03719.001-12161 MODEL.• "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: PLUMBING PLAN 150 MPH EA 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 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 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. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S, ALL FIRE RATED CEILINGS AND WALLS I5HALL 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. RECOMMENDATION$ 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. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRI AIR GRILL MECHANICAL PLAN SCALE: 1/4 . I'-0' SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN —OUT (T NTS COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN —OUT TYPN) SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16NS'X2' TAPCOUNIT SIMPSON WB ROLL STRAP OR EOUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM 1 y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 1 REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS Gr I �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774.4078 www.abdesigngroup.com AA B: 0003325 14 04 Qi m 0 0 etmDIv. & IAT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL °2558-HAWTHORNE" GARAGE SIM MG: LEFT PAGE: MECHANICAL PLAN 1 MPH A B rgg,_ 2X4 TOP PLATE ZW T- 1/2' CLG. BOARD PRE-FAB TRUSS 1/2' DRYWALL � Tor SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.G. MAX FIN. FLR 2x4 WOOD STUDS •24. or — SLAB TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. 1 TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRU88 J/ MTL. DRIP EDGE J/ 2x FASCIA PER 77, TYP ELEVATIONS O.H. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 03 (2) COURSE 'DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'•1'-0' 5/8' GYPSUM BOARD 70R In' HIGH STRENGTH CLG, BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. 8' CMU� 1/2' GYP. WL. BD.--� WOOD BASE H W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IQ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 160S.5.1. n TYP. WALL SECTION NO OPENING NOTE; METHOD TO BE USED FOR THE (2)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. L12' THICK 2 COAT MASONRY 2xb R.T. 40 ATTACHED TO FILL CELL AS PER APPROVAL ISXQ BACKER UXIATHSR STRIP PIOULDINIS ALL GAS LINK AROUND t5Y GALV. STEEL �t DOOR MANFJTRACK DRACKE PASTIONED TO 1=I. IMOCID SAN WOW JAMB PER PRODUCT - PF94L VERrICAL TRACKor OTHERS PASTINED To TRACK T6 ROOM GAS LINE THRU BLOCKAPPROVAL (a:)GARAGE DOORJAMBS FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 903.1.1. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET 8NI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS 9' 2x FASCIA PER MAX PRE-ENG WD. TRUSS ELEVATIONS O• VENTED SOFFIT PER ELEVATION WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS SHEET 5NI. SECURE PER SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI JkPER ELEVATION PRE-ENGl, GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK, 2 COAT—U--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR a' CMU Ix2 P.T. FURRING — STRIPS • 24' O.G. I/2' GYP. ILL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER 84EET 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 SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU FLR a " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE i-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 160S.5.1. n W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE r5-'*'\1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 W141CH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. A R C N I T E C T R 6 Design Grou — 1441 N. NVNALU NtAUAN OLVU. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com L AA #: 0003325 R r4 rQ O F` G 111.3 BtTBDIV. & L071 14 SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL- "2558-HAWTHORNE" GARAGE 8WING: LEFT PAOE: DETAILS 150 MPH B TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (0 1/2' X e' J-BOLT W/ 4' MIR EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ X 8' AIVCMIOR BOL76 W/ 7' x 2• x V6' WASHER 4 Nu 0 a SECURE 2.4 TO BLK W/ I/4' TAPCONS o 11/2' EMBED. 8' O.C. 4' 00 DIST• 1 1/2' EDGE DIST. 0 SIDES, 9 2X6 GARAGE DOOR BUCK SECURED J-EOLT OR ANCHOR BOLTS, UV 4' MIN. EMBEDMENT, Wt 7' X 2' X V8' WASHER WT. (1) WITHIN 8' OF TOP, (1) WITHIN V OF THE ETM, (3)EVENLY 6PACED. o 0° a NOTES, ALL ANCHORS SMALL BE IN ACCORDANCE TO M~ACTURER'S INSTALLATION INSTRUCTIONS WHERE ALICH M9TRIl TIQJa ARE MARE eTl!N T GARAGE DOOR r11BUCK ATTACHMENT kJ23 4ClLt. w•.r-4r 8' CMU I/2' DRYWALL Ix4 P.T. OR 9/4'X4' MIN. SECURE THRU PRAMS 4 4' EXTEND 1.1/4' INTO PNAILER P.T.El BLOCK W/ 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE J40 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OP EACH END DOOR JAMB OR WINDOW 4 W' O.C. MAX 6PACMG ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO MUM5 JAMS (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" Omy!! TO BLOCK +3/4" OR +5/4" 2X4, 11110 SECURE TO BLOCK W/ 346' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 900 MIN. EMBEDMENT I V4') WITHIN 8. OP EACH END 1 W' OL. MAX SPACIWC 2X6, SECURE TO BLOCK W92) 3/16' TAPCONS (MIN. SHAY, SIZE .145 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/49 VOF EACH END 8. cmWITHIN 4 W' OC. MAX 6PACING. IR' DRYWALL 2X8, ® I'X4' SECURE TO BLOC, P.T. NAILER W/1213/W TAPCONS DOOR CASING MIN. SWAN, SIZE .149 MIN MEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN e' OF EACH END 4 W D.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER M~ACTURES DETAILS, NOTE. SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" /11RNDOR TO BLOCK +1 1/2" 2X4 111111 SECURE TO BLOCK W/ 3/16' TAPCONG (MIN. 914AW SIZE W5 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 b' O.C. MAX 6PACING.. 2X6. CM SECURE TO BLOCK tUK2) 3/16' TAPCONS (MIN. SHAM SIZE J46 MIN. HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN 8' OF EACH END 8' CMIJ 4 10' O.C. MAX S"ACWC IR' DRYWALL 2X8, SECURE TO BLOCK ❑ W92) 3/16' TAPCONS P.T. NAILER (MIN. 814AK SIZE J49 Vi6' 06& X 4' MIN. MIN. MEAD SIR 300 MIR EMBEDMENT I V4•) DOOR CASING WITHIN 8' OP EACH END 4 18' O.C. MAX 6PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO FLU M5 JAMS (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +1 15/18" /�11fIND01I TO BLOCK +1 15/18" 2X4, 111111 SECURE TO 5LOCK W/ 3/16' TAPCONS (MIN SWANK 612E .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V49 WITHIN 8' OF EACH Elm 4 IV O.C. MAX SPACING. NOTE, 6TRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO 5LOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPOONS 3A6* TAPCON MR 1-1,14' (MIN. SWANK 61ZE J45 EMBEDMENT INTO BLOCK MIN. HEAD 612E JIM MIR EMBEDMENT 1 1,14') UYT14IN 8. OF EACH END 8' cm 4 19' Or— MAX 6PACMG. IR' DRYWALL 2X8, 1=1 ❑ SECURE TO BLOCK PX4' WK2) 3/16' TAPCON6 P.T. NAILER MIN. SHANK 61ZE J40 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN W OF EACH END 4 W' Or: MAX ­ SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" r111IND01/ TO BLOCK +2 1 /4" 2X4: 1111111 SECURE TO BLOCK W/3/16' TAPOCJS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 390 MIR EMBEDMENT 1 1/49 WITHIN 8' OPEACW END 4 19' O.C. MAX SPACING 2X4, IR SECURE TO BLOCK W/ 1,14' TAPCOM (MIR SHANK SIZE J49 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8. OF EACH END 4 IS' O.C. MAX 6PACMG. 2X6, = 2X6, SECURE TO BLOCK SECURE TO BLOCK WK2) 3/6' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SWANK SIZE J45 614AW SIZE .Wb MIR MIN. HEAD SIZE 300 HEAD 612E 34M MIN. MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 V4') WITHIN 8' OF EACH Elm 6' cm WITHIN 8' OF EACH END / le' OC. MAX SPACINIG. 4 W' Or— MAX SPACING. 8, CMtI 2Xh ® I/U' DRYWALL 2X6, 123 1/2' DRYWALL SECURE BLOCK 1'X4' SECURE TO BLCCK 1'X4' WK2J 3/W' TAPCONIS ' P.T. NAILER WK2) I/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE." MIN. HEAD SIZE 300 MIR HEAD SIZE 300 1A6. OB$ X 4' MIN. MIN. EMBEDMENT I 1/4') MM. EMBEDMENT 1 I/4') WITHIN 8' OF EACH END WITHIN W OF EACH END DOOR CASING 4 18' OL. MAX 4 W' OG. MAX SPACING. DOOR JAMS OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH 2PER ATTACH TO 2X PER MANUFACTUURES DETAILS. MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" /lwlnm�nTr Tn aTnett +9" NOTE, BRIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" ry 1I1NDD11 TO BLACK +3 7/l8" 2X4, ® 2X4, m SECURE TO BLOCK UV SECURE TO BLOCK W/ 3/16' TAPCONS MIN. 1/4' TAPCONB (MIN. SHANK SIZE JO MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 HEAD 61ZE 300 MIN EMBEDMENT 1 1/4') MIN. EMBEDMENT I V49 WITHIN e' OF EACH WITHIN e' OF EACH END 4 10' O:C. MAX END 4 16' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MOT BE SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6ON ® OUTSIDE 4 6ECURED 2X6ON ® OUTSIDE 4 SECURED SECURE TO BLOCK SEC THROUGM NON-STRUCTURAL SECURE TO BLOCK SEC THROUGH NON-6TRUCTURAL TAPCONSSIZE 9/16' TAPCON MM. I•I/4' /4' (MIN. 3/16' TAPCON MY'L 1-V4' (MIR SHA ISM. BNANK 812E .14D J4 EMBEDMENT INTO BLOCK GWAN BHMK SIZE J4D MM. SIZE .145 I EMBEDMENT INTO BLOCK MIN. MEAD SIZE 300 HEAD SIZE 300 MIN. MM. EMBEDMENT 1 1/49 8' CMU EMBEDMENT 1 1/4')e, WITHIN VOF EACH END WITHIN 8' OP EACH END CMU 4 V O.C. MAX SPACING. 1/1' DRYWALL 418, ofMAX 6PACIN53. IR' DRYWALL 2X8. ® 60CUP E TO BLOCK a I'X4' P.T. NAILER 2X& ® SECURE TO BLOCK 1X4' P.T. NAILER WK2) 306' TAPOONS (MIR SWANK SIZE .149 DOOR CASING W/(2) 1/4• TAPCONB (MIN SHANKSZE J45 I' P.T. X 4' MIN. MIN. MEAD SIZE 300 MIN. MEAD SIZE .300 MIR EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4./ DOOR CASING UMTWM 8' OF EACH END MEMBER WK2)I2d WITHIN 8' WITHIN W OF EACH END 4 W' O.C. MAX OF EACH END 4 6' TO S' O.G. MAX 4 IV D.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR UANDOU ATTACH TO 2X PER ATTACH TO 2X PER MAWFACTURES DETAILS. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" /�1x1>,tnnw Tn atnrtr +a" nWINDDOW TO BLOCK +3 3/4" A N C H I T E C T $ 6 GZDen OsigIna. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y 8 M aaO 0 a SUBDIV. & LOT: SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL• "2558-HAWTHORNE" GARAGE 9TfMG: LEFT PAGE: DETAILS 150 MPH nxp. PREFORMED CONTROL JOINTS FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 9' O.C. MAX (VERTJ. NOTE,, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W/ BSECU E CONT OL JOINTS TEMP. OURMG INSTALLATION —� FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY J' THICK 3 COAT CEMENT PLASTER WRB LAYER -2. PORTIRBER BUILDING PAPER APPROVED METAL LATH FASTENED *1' (VERTJ Or— MAX AT SUPPORTS W M LAYER 9, Stucco WRAP WOOD SHEATHING LATH SMALL NOT BE CONTINUOUS v TO s• A• ro e• THROUGH CONTROL net JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 9X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX 6' TO 6' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO DE NAIL6 OR- / STRUCTURAL STIR STAPLES IN COMPLIANCE W/ ASTM CW63 7. WIRE TIES TO BE (NO. 18) 01111 WIRE /• 3. BLOCKING SNOWY MAY 15E IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLF0.D paIWIDePT.A O I--. K. A a. CIP-ARR . PT. a 1 Optil • Pr. c OI.IL9LD RYIARD . R. A 7. CR6UR a FT. a HOLD 46 ® L CNil FOLD WWAIO a PT. A a. C'll . M. e 4 FOLD R. D OVIN Pr. a TILL PT. C TOW" BOTTOM N.ANW Afa r aoTroM ~~� uLAra TgHT GIWL. RXD. Lit tm CUT. f THICK 3 COAT CB1ENT PLASTER (RRN'EA N' 9 COAT 011 M.ASTRR (0-10 W RB LAYER 4, FORTPIBER BUILDING PARR (eRNl aa.T) WRB LAYER 9, STUCCO WRAP(PRATI owY) aLau. ILAI6 :-OPT IiA.wm em NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 1 6' • HORIZONTAL LAPS. SEAMS 8ENS NEED TO DE TYTAPE,-, UT14 FORTIBER SHEATHNG"I LA/ . KTg l MA& wTAa ORQM Q KIO4.71R ALL AT aT UROQ a Kl NRRRIRCTIQq LATH VERTICAL LAP TO BE I' n non . METAL LATH WRD LAYER -L STUCCO WRAP e' MN PARR LAP Cla WILY / WRD LAYER -2. FORTIFIDER BUILDING PARR I 2 SCALE, I IR'•I'-0' P ' MIN LATH Y.4. OVER 4LL LAP VERTICAL LATH & PAPER DETAIL 1,117ML WOOD 6HEATI SIDE LAPS OF METAL PLASTER BAGNS 844ALL BE SECURED TO BUILDI FRAMING MEMBERS. PAEF THEY SHALL BE TIED BETWEEN &UPPORTB WITH 0)6416-N. (171-MM) STUCM WIRE AT INTERVALS NOT MORE THAN 9' (221-MM). AS PER ASTM CI063. ® K I C K O U T FOUR REPAIR OF TEARS INWRB LAYERS, TEARS DETAIL AT MAY Be PATCHED WU4OW6E WRAP TA TAPE PER MANIP. OPEC. OR PEEL a STICK OR i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORMISER BUILONG PAPER W M LAYER 9, STUCCO WRAP WOOD SHEATHING "V a _. jimm'qual,.6 INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMMG WRB LATER 9, STUCCO Wl4P WIS LATER -2, POWIF-WeR BUILDING PARR METAL LATH 6'.6' SELF -ADHERING MEMBRANE PLASHING OVER 4'A4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HCU6E WRAP. R.AMIMG TO EXTEND ONTO PIPE 4LAW SELF -ADHERING MEMBRANE PLAS14MG OVER APPROVED MOL48E WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT AIR SECTION PER SECTION R • .RIRMdnR Eztedor use of Portland cemerd plaster shall ..ply with the application requirements of ASTM C 926-18b. Installation of exterior Iathi- and framing shall mmply with ASTM C 1063-19a, or ASTM 1787. 4'x4' SELF -ADHERING MV1of1 E GG LASHNG (COMPATIBLE W/ HOUSE \ WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS E GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT D WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, 1; INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. N.T.S. N�� STEP "2 LEGEND DRAINAGE PLANE (WR5 LATER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED WOU6E WRAP. PLA6HB4C. TO EXTEND ONTO PIPE AP ONE 61CIE OF MEMBRAhE X—X—X—X WOOD OR i/I(oII ZIP WALL SHEATHING 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'1031.1 / ASTM C-841-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T• Design Grou ZED. 41 N. RONALD REAGAN BIJ LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ro �i 0 m O avHDIV. Z LOT SILVERADO LOT #12 BLK #16 PROJECTo4 03719.001-12161 MODEL' "2558-HAWTHORNE" GARAGE a11RNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 PH EXP. B INSTALL 6' SELF -ADHERING FLASHING OVER MEMBRANES) TOP, SIDE(AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEOUENCE OF FLASHRJG TO BE: I' I. BOTTOM, 2. SIDES, 3. TOP X. VENT CAP IS TO BE SET IN BED �I OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. 'Xc E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL }r JOINTS AND INTERSECTIONS I- k APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A' CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plaMerina Exterior use of portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. r Installation of exterior lathing and framing I shall comply with ASTM C 1063-19a, 1 1 or ASTM 1787. WRB LAYER M, STUCCO WRAP -,x - HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 'R, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r SHEATHING AYERO AYER 4, F'-FIBER ING PAPER WOOD CON87UCTION —METAL LATH a' cnu VINYL CASING DEAD 6' RAISED BAND V T 8' H a -WILL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLI 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECSd BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T,S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I_"� `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION HOUSEWRAP BELOW WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH -1/8, TEXTURED FINISH • WOOD -FASTEN TO WOOD STRICTURAL MEMBER • 7' O.C. MAX -76IIEEP V 6' WIDE STRIP SELF ADWE81YE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) CUT SUCH THAT 9 NO MEMBRANE _ ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 S' WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP U1R6 LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) _ METAL LATH STEP #F;, STEP #(o (9 1 ELECTRICAL RECEPTACLE A R C N I T E C T i 6 Design Grou .! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-607B FAX: 407-774407E www:a bdesigngroup.com AA S: 0003326 14 v 0 y TFA 9UDDIV. de LOT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEM "2558-HAWTHORNE" GARAOE B'W MG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WRB LAYER •I, EXT. U100D FRAMED WALL 811D-FLOO11t DECKING COLUMN SHEATHING A R C H I T E C T ll STUCCO WRAP Wppp UPS LAYER 4, FORTIFIBER PRE-ENG'D TRJSS -BARR ERSISTIVE ING CONSTRUCTION BUILDPAPER ~ ' WEATHER RESISTIVE I. i'; HAT CHANNEL J' THICK 3 COAT CEMENT WEATHER RE616TIVE BARRIER 1 +' BARRIER 4 TYPE DRYWALL PLASTER 'X' 6' SAP. • TOP OF VEEP SCREED WEATHER RESISTIVE 6A'RRIER R _ 6' SAP. \ Des�n TO SHEATH( BEHIND WEEP SCREED }' THICK, 3 COAT CEhENt-� RIEB VI PEEL / ST1,CK Grou Inc. WOOD SHEATHING �` I J6'x3' 'L' FLASHING 4' POSITIVE DRAIN METALPLAOTL METAL LATH FULLY EMBEDDED _ I \` WEEP SCREED UppD BFEATHMG IN ROOF CEMENT 1441 N. RONALD REAGAN BLVD. WRB LAYER -1, / \ 1 V X 3' 26 GA GALV. LONGWOOD, FL32750 STUCCO WRAP / " ' `` METAL DRIP EDGE PH: 407-774 6078 J' THICK 3 COAT CEMENT ' ya' GAP FOR BACKER SET IN FULL BED OF FAX: 407-7744078 PLASTER i `�I EXTERIOR GRADE DRY WALL ROD 4 SEALANT SEALANT, 15' MIN. SPACE FROM DRIP www.abdaslgngroup.com AA #: 0003325 - 6' SELF-ADHEREING ' FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE i ++ I • TOP OF DEEP SCREED TO SHEATHING BELOW a• POSITIVEDRAIN J'THICK 3 COAT CEMENT nacre arwemn PLASTER VINYL BEAD VINYL CASING DEAD \lit BARRIER -1 WEATHER RESISTIVE \ WATER PROOFING BARRIER n ' X.. \ UJRB LAYER �, STUCCO WRAP NO GAP IN RIELD VWJ1'L CaenrR BEm AFOR CLARIFICATIONOF RA SEPEPARATE ACCESSORIES ONLYY)) LAYER (2 LAYER PEEL 4 STICK) . '^euw^n' EXTERIOR COLUMN COLUMN SHEATHING L E G E N D WRB LAYER -2, FORTIFIBER 6' SAF. BUILDING PAPER PEEL 4 STICK _ m DRAINAGE PLANE (WRB 6' SELF SUB FLOOR ® FULLY LY EMBEDDEIN IN ROOF CEMENT M LAYER 1, STUCCO WRAP) WRB LAYER "1, FLASHING WRAPPED IJf X 3' 26 GA GALv. STUCCO WRAP ` a ` •CORNER OF CANTILEVER METAL DRIP EDGE WRB LAYER w2 CFORTIFIBER AMIGO AM66-WFWC-1a0 I y11; 4' WEEP POSITIVE DRAM SCREED CANTILEVER DRIP 0 I JS'XIJS' P.T. OR SIMULATED SET INRILL MIR DF SEALANT,){' MIN. BUILD INCH PAPER) CUSTOM CASING BEAD WOOD (USX) FILLER SPACE FROM DRIP ,__ ......... EDGE O TREx TC,CBI ____ _- Y; CAP" SEALANT YIACE BEAD METAL LATH X-X-X-X NO GAP IN FIELD OPT' BACKER ROD' WATER PROOFING lot (SHOWN FOR CLARIFICATION OF V X 3' 26 GA GALv. MODIFIED 90 LAYER (2 LAYER PEEL 4 SEPARATE ACCESSORIES ONLY) FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL t STICK) 3/4 RESILIENT STICK) WRAPPED FROM STUCCO CASING BEAD SET IN FULL BED OF HAT CHANNEL BALCONY DECK TO DTL ® C &'PEEL" SPACE FROM s VINYL CAST BEAD CANTILEVER J' THI A WOOD OR �/16" ZIP WALL h v 0 AL. 11 L19 1 O A ANT. TIGE •DRIP FACE TO TREX cK 3 CO T CEMENT SHEATHING SCALE: I I/2' • I'-m' EDDY TO PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Y; GAP FOR BACKER FINISH NOTE: I &XI % P.T. OR SIMULATED ROD " SEALANT 4' POSITIVE DRAM METAL LATH: LATH TO BE PER SECT ION WOOD (rREw FILLER J THICK 9 COAT CEMENT WEEP SCREED WOOD (T Ue VINYL cAeING BEAD PLASTER R-Im3.�.1 / ASTM C - 84'I -14a, MIN. 2.5 LBS. TION OF LAYER ( PROOFING PEEL " CABER SISTIVE VINYL CORNER BEAD SEPARATE ACCEESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL STICK) WRAPPED FRon� VINYL CASING BEAD BALCONY DECK TO WEATHER RESISTIVE CANTILEVER-m'•'�-" BARRIER4 BALCONY DRIP Q `� LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL 4STICK • 11C EDGE INSTALLATION ® COLUMN EXTENDD OVER . DRIP EDGE TO DECK DECK R D m DRIP sue FLOOR EDGE �W,�"L" FLASHING � WOOD CONSTRUCTION �® 3' X 3' 26 GA GALV. SCALE, ]SITS METAL DRIP EDGE WOOD SHEATHING --- ------------ -------- -. SET IN FULL BED OF WEATHER RESISTIVE fI IAXI'); P.T. OR OfFNLATE SEALANT,V MIN. BARRIER 9 WOOD (TREX) FILLER SPACE FROM DRIP WRB LAYER "I, 3/4 RESILIENT WEATHER RESISTIVE CONTINUOUSVINYL +'a6 BEAD 2x FRAMING MEMBER STUCCO WRAP HAT CHANNEL BARRIER 4 VGA FOR DAOCE J' THICK 3 COAT CEMENT ROD 4 SEALANT WINTER PROOFING lot J' SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PLASTER WRB LAYER •2, FORTIF15ER J' THICK, 3 COAT CEMENT PEEL t STICK) STICK) WRAPPED FROM _r PLASTER 9/4 RESILIENT BALCONY DECK TO A Imo. GOON98 (MAD BUILDING PAPER ; HAT CHANNEL CANTILEVER FASTENED TO SHEATHING ! 5/8' TYPE 'X' DRYWALL METAL LATH J' THICK 3 COAT CEMENT T. OG MAX. WRB LAYER "I, W/TEXTURED 4 PAINTED PLASTER C METAL LATH STUCCO WRAP FINISH WOOD SHEATHING METAL LATH - 5/6' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER "1, THICK, 3 COAT CEMENT J' THICK 3 COAT CEMENT (2) 2x12 HEADER W/TEXTURED 4 PAINTED WEATHER RESISTIVE t; n a' WRB LAYER "2, FORTIFIBER PLASTER FINISH BARRIER 'I STUCCO WRAP PLASTER "• WEATHER RESISTIVE WOOD SHEATH( BUILDING PAPER } THICK 3 COAT DEMENT a IeRiVE DRAM &'SELF -ADHERING " METAL LATH 4' POSITIVE DRAIN PLASTER FLASHING VINYL CORNER BEAD naEP M!'.t METAL LATH uEEP SCREED VINYL CORNER BEAD -- - VINYL CASING BEAD No GAP M FIELD WRB LAYER 7, FORTIFIBER '!+ \(EXPLODED J' THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF BUILDING PAPER VIEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES CNLY) 'I CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD @ FRAME DRIP GAP DRIP EDGE 11 EDGE INSTALLATION 11D INSTALLATION WINDOW FLANGE WOOD CONSTRUCITON STUCp , j{\ WEATHER RESISTIVE 2"I COMER BEAD WR5 LAYER R FORTIFIBER BXMDIV. de LOT: SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL' "2558- HAWTHORNE" GARAGE EWING: LEFT PAGE: WALL ASSEMBLY DETAILS BARI4IER'I MPH . B WEATHER RESISTIVE (FASTENER d SPACING I' O.C.) BUILDING PAPER i BARRIER r2 i METAL LATH VINYL CASING BEAD J' THICK 3 GOAT CEMENT PLASTER THICK, 3 COAT CEMENT e ' 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER i ��� �!� W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH , ; r f &'SELF -ADHERING ' ' J' THICK 3 COAT CEMENT HEADER/BEAM CMU FLASHING � 1 PLASTER •- ! i i I/2' THICK, 2 COAT CEMENT ROUND VINYL CORP. 4' DRIP CAP NO 23 VINYL CORNER BEAD PLASTER APPLIED --� POSITIVE DRAIN weep SCpom DIRECTLY TO MASONRYrmpm VINYL CASING BEAD NO GAP IN FIELD WINDOW FLANGE DATE:. 07/09/21 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD Cam?B LO C K 15 B CASING BEAD (6)WINDOWWINDOW SHEET /4°-" 11 RIP EDGE INSTALLATION ( FRAME, NO BAND) TAT /� 3 WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH ]' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER I METAL LATH .SEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER M, STUCCO WRAP WIRE, LAYER 92, FORTIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT` PLASTER rO'SELF -ADHERING FLASHING DRIP CAP ., WINDOW FLANGE CASING BEAD Ca? WINDOW 15C (FRAME, W/BAND) Yi GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM ® STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 7, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP `— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER BARRIER 77816TIVE ��U6jjA((i'xRTEYV;EALAP SIDING /\ 1FEERRRNIG SELF-ADWERING a FLA941 I]- WEATHER RRESISTIVCEAR _STARTER STRIP WEAT4ERPM16TIV E BARRIER MASHING \ GALV'D PETAL GALVV METAL 'Z' PLASHING Z' FLASHING 1TRIM.6 MEI' ER ` / I Y' x 6' SIMULATED ul�oo TRIM MEMBER REAL GAP W/CAILKING / OR APPROVED SEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER WOOD BEYOND a T1� 6' SELF -ADHERING BUILDING PAPER WRB LAYER 01, uIOOD BNEATNING _ BASHING 77 THICK, 3 GOAT CEMENT 8' _ ` STUCCO WRAP WEATHER RESISTIVE BARRIER rt ^/ ' // \ WEATHER RESISTIVE TO PLASTER ; WEATHER RESISTIVE / / SBARRIIER�rt TLC ..: BARRIER 7 / OF W BASHING WRB LAYER 02, FORTIF15ER u6i�i4 Y' X 1 LAP DING n SI AL j v BUILDING PAPER I O WEATHER RESISTIVE BARRIERrt VINYL ANGLED I 6'SELF-ADHERING �\ '� CASING BEAD ' BASHING _ / WEATHER IIMSISTIVE I METAL LATH VINYL CASING BEAD STARTER STRIP \I \ 1 THICK, 3 COAT CEMENT J' DO NOT uuaK OR I ' 'Z Fv"' METAL (EXPLODED viEW FOR PLASTER�N4 \ —' CLARITY) GALVD METAL ��' WEATHER RESISTIVE US. OF' 'ZK FALAIXSJNVINC iRM MEMBER CR- E•Z BEm VMrL CASING ` US. WaOxD . 6MLIEATED TIWli• BE=E PVC ♦ / 1 BACKER ROD) \ 'SELF-ADHBRING CASING BEAD ® RAISED R��p�C �R `I I BASHING BAND (FRAME) O@MENTPLASTER ``S APPROVED W II 17 A WEATHER RE818T1VE _ WEATHER RESISTIVE SCALE: BaaaER rt EEARNER zBEm vwri cA WEATHER RESISTIVE BARRIER 7 (WA6' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHERRE816TIVE ® FRAME TO FRAME BARIdcR 7 � I TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINE 2X FRAMING MEMBER SEALANT WINDOW FRAME x—x—x—x 0 THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/V FLEXIBLE PVC BACKER ROD) WRB LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP ;ASIN a BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP 6' WIDE PEEL 4 STICK \ OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING ZN (U1/%* FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE a BUILDING WRAP BUILDING WRAP - 6 _)EZ BEAD WINDOW CASING A R C N I T I C T I Design Grou lae. 41 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m q ro 0 q 0 F ti SZJBDIV, de LOT: SILVERADO LOT #12 BLK #16 PROJECT* 03719.001-12161 MODEL "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 E . B ml DATE: 07/09/21 8CALE: 1/4"=1'— 0" 8*MET WA4 CARE SH UL0 SE TAKEN IN KEEPING THE VENT PROPERLY P, 6' AND - SH— IN /' GALVAMZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE USING 1AM-NAILS AT EACH ODRNER. ROOFING CEMENT SHOULD SE APPLIED TO ALL SHINGLE EDGES NEAR THE MEMO= CUT OUTTHEGOOSENECKVENTOPENINGINTH=ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE NEATER COASTAL SHEATHING. SIMTHEOPENINGINACCORDMDEWITHTHE CONSTRLDTIONZONM CHART SHOWN. IN THE EVENT A MECHAMCAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCURCANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS-- THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF TIE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE THE TOPAND SIDE FLP GOFTHE VENT UPANDUR NOE SHINGLE ALLOW THE E BOTTOM VENT FLANGES TO NAY IXJ THE TOP OF THE SMINOLES. ROOF HOOD VENT DETAIL BCALEINTe CUT HOUSEURA AT 46' ANGLE P=64ED -1- O IN WOUSEWIM LINE OF YADO OPENING APPROVED HOUBEWRAP OVER 814 ATHMG OVER — AD STD WALL STEP 1 INeTALL 6— SELP-ADHIEPOW PLAWW OVIR NAILING FLANGE JAMB6 IDRED ILAMIM6 MIN I' BELOW SILL LAG \R/ FLEXIBLE PLASHING DO NOT MAL BOTTOM —� FM STEP 6 TEMPORARILY FOLD -UP N DEC HOUSSSRAP (0 TUCK FLAP WC AL HEAD FOLD HOUMA N AT JAMB I SLOPE BILL It VNYL HEAD PLASHII6 (WITH DAME) MAILING 6ELP-ADAEIMNa PLANNING F MIN BEYOND JAM PLAS14NM INSTALL VINYL I CAP ASPHALT PLASTIC CEMENT MOLDEDAROONDEASEOF PIPE AND OVER FLANGE ALIGN FLA6HMG W/ MT. EDGE OF BILL RO. MECHANICALLY FASTEN PANNED EDGES.(CAP NAILS, GTAPLEW M6TALL DUPONT PLe)DIRAP AS TN PLA61PMG AT THE FOLD HOU6EURAP DOW N TAPE DIAGONAL CUT A.GR066 HEAD a WINDOW MIN PLUMBING VENT DETAILS & WS 4-PLY 46. :ONTINUCUN )F MALAN AMOB AMC IPPLY TO APDOW MAI LAG! N IE-PWON IOLE6 OR INSTALL 6' AIDE ADHESIVE BACVZD FLEXIBLE FLASHIG MATERIAL OVER DRIP CAP JOINT (PRDTECTO-WRAP BT-2VxL - EOIIV) STEP 7 STEP 8 "® WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 ME 'AM FLASHIM OVER JOINT W VADE VALLEY FIASHING SSI OR HEAVIER FELT UNCERLAYMENT ASPHALT ROOFING CEMENT VALLEY CENTERLINE O FASTNERS WITHIN S' OF CENTERLINE II XTRIA S IN END O SHINGLE A- BEYOND VTERLINE CFCODEGREE, SHINGLES TRIANIED T RACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NT APPLY ON QU (O RO)AL)BEALANT 4 UINDOWRCM! JOINT, FLUID APPLIED FLASHING (LINGO U.HITE-SIAL RD-SS OR EODALA SLOPE SILL TO EX L IT 16 THE CONTACTORS RESP"UNLTY TO VERIFY THE C0MI-ATIENLITY OF ALL NIODUCTb INCLUDING HOUSEYRAP, SEALANTS 4 MI-r-ADHERRY FLA014M MATERIALS USED DURSYs CONSTRICTION 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN W11CIIFICAT10N6 WAR, SEALANTS MAY REACT ADVERSELY IF NOT COMMATEILl. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW lift FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTIQ ISION BELOW THE WINDOW OPENING Im EAL INTERIOR PERIMETER OF WIEALANT MOTE. L IT 16 THE CONTACTORS REOPCMD(LTY TO VERIFY THE OONPATISIL1TY OF ALL PRODUCTS MCLUDFG SCLLANTS N SELP-ADHERING FLASHING. MATERIALS USED DIMING CONSTItl1CTICN 2. PLASHING AT EXTERIOR WNDdIB AD DOOR 01ISNING6 SMALL BE NSTALLEO IN ACCORDANCE WITH MANUFACTURERS INSTALLATION I STRICTIONS AND APPROVED METHOD U OF FBC R103A U M ACCORDANC! WITH FENE6TRATION MAMPACTUREKS INSTALLATION AND FLASHIG IETRDTWW UlMb&rm SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NITS A! C N I T E C T= Desygn PH: 407-774-6078 v FAX: 407-774407. www.abdeslgngroup.com AA S: 0003325 Q y y. 0 a O eF C sunDIv. aE ]LOT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODELA "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAIL 150 E . B JUL27 D TEE: 07/09/21 sCALE: 1/4"=1'-0" SHEET WA5 2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I� -1/8' TEXTURED I FINISH o WOOD I �� 2X& SUB BAN,—/ 1/2' TEXTURED j FINISH A CMU r � METAL FASCIA \� WRAP 'Val FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) .z `\ NOTE: NOTCH FOR 2Xro \� SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY ROOF DECK (BEYOND) \DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ®ELEVATION 1/8' TEXTURED FINISH • WOOD 1/2' TEXTURED FINISH • CMU METAL LATH x x x x x x x x UJOOD SHEATHING x x x x x x OR cm WRB LAYER "I, x x x x x x STUCCO UIRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x x x x x x x x x x x x ROOFING CEMENT x x x x x x x x x x DRIP EDGE x x x x x x x x x x x x x x x x x x METAL KICK OUT x x x x x x i TEXTURED FINISH B J WOOD, 1/2' TEXTURED / FINISH a CMU ',1-2x6 SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL 0 WALL 3< FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT +a ROOF EDGE OMITTED FOR CLARITY x x x x x x x x x x x x x ��S(• 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 FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT ID x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/126 NAILS 6'-8' x x x x x (REFERENCE POINT O.G. MAX. xN ONLY FOR WALL OFF SET OF COMPONENTS) 2x SUB -BAND W/%'x4' NOTCH a END METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP WA'x4' NOTCH ID p A DRIP EDGE D IN PEEL 4 STICK EXTERIOR WALL *ROOF CEMENT g (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK—OUT A N C N I T I C T i 6 Design Grou ,nam iwri n. rtvrvrw rtv+.uwry o�vu. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 :mac Pi r 0 a r 0 a mmmmm 9UHDIV. Ae LOT: SILVERADO LOT #12 BLK #16 PROJECT* 03719.001-12161 MODEL' "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 15 H E B �!U PRINT 07 09 21 DATE: / / BCAL.E: 1/4"=1'-0" SHEET WA6 66'-10" 3'-4" 30'-9" 32'-9" 6'-0" O/C MAX., TYP., UNO N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3 1 FM-16X18 FM-16X,8 1 1 ;h 0 " PVC CHASE iFOR I 16'-2" 1� ELEC. @ ISLAND o v ?� 1 13'-8" X m m 1 FM-16X18— 1 I L FM-16X,8 11 - I m 6' -B.. 6'4" �I I 3,A„ T-4„ I g 1 LL EXTEND n SLAB 1 112" 1 I� I I EXTEND SLAB 1 1/2" ( I I � cwc-12x12 _ J — I 7 3 2 FMC-16X18 F CO NC. 4"1 1 SLAB I� 1.1 9,_0„ 1d 1.1 13'41 0 4 w AAoo QQ r--�—.31/2'I 6PPSLAB ~ 1 I` F I EXTEND 14" CONC. 1 N /2"SLAB 1 1,SLAB FSLPE' 28,_7" 6'-7-SLOPE I LL 1 *-3 1/2" PERPTJ m I XI 1 4 101-01, x I 1 31/2"* 1 SLOB f m I FM-,6X18 4" PVC 19. 1.1 CHASE �. I 1 1.1 1 4 4 w I x v � I ILL 2� XI TE-1 I 15' 12 4" CONC. 4' 1.1 I LL I $_1712T�w L1 O 1 c - 11 L SLAB — — — FM-16X18 — — — — — — — _ — — _ _ _ _ _ FM-16XlS _ — — — y — — FMC-16X18 — — 0'_0„ 4 TOP OF ,,, SLAB 25'4" 5' 0" 23'-0" 10'-10" 20'-l" T-4" 6'-11" 28'-6" 5311" 20'-4" 73'-B" A" 75'-0" SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 Wl A.W1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. I TOP REINF. T.O.F. SHORT LONG FW16x18 16" CONTINUOUS 18" - (2)#Vs (+)0'-0" FMC-16xl8 16" CONTINUOUS 161 - () 's #5 IN CURB VARIES CWC-12X12 17, CONTINUOUS 1T (2)#Ss (2)#5's (+)0"-0" TE-1 8" SEE PLAN 8" - 111 #5's #5 IN CURB F-24x24 24" 24" 12" (2) 's (2) #5'. FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'4'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. 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.DINDICATES #5 BAR, MINOICATES #6 BAR,ENDICATES #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 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION A R 6 U IT II: C T t Design Grou ,�a. Wi N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Pi 0 O I� BiJHDIV. Ae IrOT SILVERADO LOT #12 BLK #16 PROJECT* 03719.001-12161 MODEU "2558-HAWTHORNE" GARAGE 9MIMG: LEFT PAGE: FOUNDATION PLAN %15 H EA 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED g ^' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q IL o CELL SEE PLAN FOR SIZE AND • > . � ' SPACING REQUIREMENTS SPACING REQUIREMENTS •. ¢iW mU W ° — • . a ¢r _I FM Z 8"CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR O - Z 0-0'yI� IN FOUNDATION WITH 30" LEG EACH +- " a WAY AT ALL CHANGES IN DIRECTIONS I TOP OF SLAB �~ TOP OF SLAB I .., °' SO THAT THE STEEL REINF. IS CONTINUOUS - / - wr--�+•-+ •---r. MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1-STORY) -~ -VARIES SEE SLAB SCHEDULE TOP OF GARAGE (•I° _If ° LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 12" Is -,.e JOINT (WHERE 6' CHAMFER (2-STORY) #3 18" #q 2q EXT. PORCH SLAB W/ i/2" ISOLATION I 4" CHAMFER (1-STORY) I . -' 6" CHAMFER (2-STORV) �, APPLICABLE) z_ - SEE SCHEDULE #8 30„ JOINT (WHERE ° "`•��"------• EE SCHEDULE FOR MD, BAR SIZE APPLICABLE) Z 4 FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING .�- #6 36" AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' fV % EXTERIOR MONO -FOOTING %,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION GARAGE SCALE:3/4"=1'0" CORNER BARS DETAIL Z LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING GARAGE DOOR W WALL W/ SYP RECESS Ill w O a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ g U) p > N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'X9" WEDGE ANCHOR W/ 2" W B+ W W O 0_ SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP IN HIGH STRENGTH TEMBED. w 2" CAPPED a g EPDXY. MIN. EMBED ( PLATE EPDXY 5.12'WASHER MIN. @ 6" OC W to GALVANIZED PIPE Q 8, UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE �c CURB FOR N (r SPECIFICATIONS FOR ANCHORS W/ 10d x 1 1/2'. MASONRY b F- USE AND I 4" 4" PREPARATION OF HOLE. COMMON NAILS FILL ALL N HOLES, DO NOT USE 10d W UNITS SET Z:0 AT ELEV: 2 � x 3" SEE SLAB SCHEDULE SECURE FLANGE TO a SLAB W/(4) 1/4" X 21/4" +- 0'-0'• TAPCONS.,L Ce TOP OF SLAB 4' CHAMFER(1STORY) 6' CHAMFER (2-STORY) RECESS AROUND GARAGE a,, DOOR OPENING 4 SCALE: 3/4"=1'-0" EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 7 BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN. OF 48" AND NAIL W/16d COMMON scALE 3a"=r-o" (W/UPLIFT) 5 6 NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY LAP TOP PLATE A MIN. OF 48" NAIL 16" O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT Ar 7 STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z W WALL W/ SYP No 2 STUDS SEE SEE SLAB SCHEDULE X PLANS FOR SPACING. SINGLE Q ^ d Q BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLOB W/'. MASONRY NAIL +- 0'-0" TOP OF SLAB f PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. of �� 4 ADDITIONAL METAL ro U CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. K O 8"CMU WALL b Z POURED LINTEL CONT. (TYP.) 4 . 8" CMU FILLED CELL (TYP.) _ . TOP OF SLAB SEE SLAB SCHEDULE FRAMING EQ. EQ. EESCHEDULE IGROUTED WxD, BAR SIZE 01'°SLAB F SLAB a Z SCHEDULE - aMINIMUM 12" DIA. SIMPSON ST62 BOLTS 5"FOR EMBEDMENT INTO AND BAR QUANTITY °° . "ISOLATED"COLUMN PAD n-•� CELL, 4" FROM ENDS AND 8 INTERIOR CURB FOUNDATION WOOD WALL < '� m CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16, O.C. VERTICALLY MAX SCALE: 3/4"=1'-0" (NO UPLIFT) ' — < -- FOUNDATION AND SLAB SEE SCHEDULE- SEE SCHEDULE FOR WxD, BAR SIZE T - FOR WxD, BAR SIZE i —�AND BAR QUANTITY ---AND ✓ AND BAR QUANTITY B' 8' VARIES INTERIOR FOUNDATION WOOD WALL (NO UPLIFT) 10 COMBINED EXTERIOR MONO- FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE SCALE' 3/4"=1' 0' g tilrscanr. - Y LU E SHOWER RECESS FOOTER SCALE:1"=1'-0" A R C N I T R C T E 6 GrN i �n 41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IC h 4 4 0 C �F i I I M SUBDIV ac LOT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL' "2558—HAWTHORNE" GARAGE OWING: LEFT PAGE: DETAILS 150 H EXP. B 63'-10" 58'-8" 52'-8" 46' 8" 40'.8" 34'-8" 33%2" 28'-0" 22'-0" 4'-0" LA a 4 0 T_0" 4'-0" IL 11.11 N 8' 2" N I� N W 14'-8" 4'-0" El 77— Ell v1-7 0 5'-0" 15'-8" 21'-4" 26'-8" 30'-7" 35'-9" 37'-11" 40'-10" 44'-10" 48' 8" 54'-8" 60'-8" 71 66'-8" 70`6" DOWEL PLAN SCALE: 1/4" - 1'.0" A N C H I T E C T 3 6 Design Grou 1nr. Ai N. RONALD REAGAN BD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti m chi .y. O a 0 F a SUBDIV. Sc L/OT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MOD ET— "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: DOWEL PLAN 150 PH EXP^ B D, TE- 07/09/21 SCALE: 1/4 SHEET si.� ra TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10 - HOOK GROUTED BOND BEAM TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK VARIES PER ELEV. a 9 • a 717 ° . GROUTED BOND BEAM iw VARIES PER ELEV. ° Z 2 4 g 3 � a � O � #5 BARS a < I, R - 8" 10' HOOK El a ,4 4 5 CLEAN OUT REQUIRED FOR INSPECTION o Z p 07 ° d <O a • �� • •°�L° O 0C m w ail 0_ •jj I O 0'-0" FIN. FLR. • O I El i •a ° TIE ERREBAR • ° TO HORIZONTAL REBAR W/ 10" HOOK �— ^— BAR SIZE 48 BAR DIA. �r , Z� f O M U #3 181, #4 24„ #5 30'BAR #s 36, #7 42" CMU UNIT DIMENSIONS m ARE NOMINAL SIZES • 0MASONRY SYMBOLS BAR OFFSET METHOD CONTINUOUS METHOD HORIZONTALNERTiCAL HORIZONTALNERTICAL mj2 3 SCALE' 3/4"=V-0" REIREINFORCING I SCALE: 3l4"=1'-0" L SCALE: 3/4"=1'-0" A R C N I T R C T E GrousO.n 41 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 0 a C F SVHDIV. & LOT: SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL: "2558- HAWTHORNE" GARAGE 13WING: LEFT PAGE: DETAILS 15 MP E JUL Dp E: 07/09/21 SCALE: 1/4"=1'-0" SHEET %s1. 2A GENERAL NOTES ")CODES 1.1 FLORIDA BUILDING CODE 7tN EDITION, 2020 RESIDENTIAL SECTIONS R40228 R808. ".2 FLORIDA BUILDING CODE, TN EDITION, 2MO BUILDING, SECTIONS 1801.28210T. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE I- 31&14). 14 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (1MS 40L'802.16) 1.5 AMENIGAN SOGEtt OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 745). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTNAT20DAYS. 2.1.1 PR&CA8-TANDARD REINFORCEMENT) PSI MIN. 2.12 PRE -CAST WIPRESTRESS REINFORCEMENT -PSI 2.1.3 GROUTPERA W0478-3000PSIWMAX.WWAGGREGATE,8'TOII'SLUMP. 2 2 REINFORG NG BARS: 2.2.1 SMELPLACEDINPRE TUNTELATTIMEOFFABRMATION ASTM ABIWA815M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASW A81&A615M (GRADE w). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENTINACCORDANICEVATHAC131&14. 25 CONCRETING OPERATIONS SHALL COMPLY WITH AG STN4DAR09, 2.6 D4.5 VARE PER ASTM AIWCA1064M 3)MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM 0-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTARSHALL CONFORMTOASTMF270TYPE'M'OR'S' 3.3 FULL MORTAR JOINTS ARE REWIRED 3.4 MINIMUM AGGREGATE284MY COMPRESSIVE STRENGTH OF CMU AND MORTAR SWILL NOT BE LESS THAN FM - 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE'UMT STRENGTH METHOD' OR, ALTERNATIVELY, BY THE Y WREST METHOV WHERE USM REQUIREMENTS HAVE NOT BEEN MET, 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF S' (IMTH AMINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE 77H EDITION, 2020 RESIDENTIAL. SECTION R606,6 3 OR FLORIDA BUILDING CODE 7TH EDITION, 20N BUILDING, SECTION 21NA 42 SAFELOADVALUESBMSEDONRATIONALOESIGNANALYSISPERACI31&14ANDTh 4D2-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALWLATIW MAXIMUM RESISTING MOMENT AND SHEAR ATE DISTANCE AWAY FROM TIE FACE OF THE SUPPORT. :A FOR LINTEL LENGTH AT 61 OR GREATER, VERTCK CELL FlUED SOLID WITH GROUT AND MINIMUM ONE (1)!I6 VERTICAL REBAR IS REWIRED AT EACH END OF THE UNREL. OS U NTELS THAT ARE GREATER THAN I4'41' CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 PBS36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 REMARK DESCRIPTION O (2) 2x12 LIFT BEAM PLAN SCALE: 1 /4" = V-0" A E C N I T E C T• 6 Design Grou In! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 h p� U m 0 F a 9VBDIV. Ac LOT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL.• "12558-HAWTHORNEB GARAGE 61►ING: LEFT PAGE: LIFT BEAM PLAN 15 M E . B -1001 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x8" Eo 1. PLACE LINTEL ACROSS TOP OF OPENING. 1#5 BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHT E MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING11 .i� �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND DEPICTED �G� AS HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �#5 \,� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 0 / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/,0" HOOK PO - FAG 8x16 DEL BOND TOP OF BEAM W/ #S BAR BOND BEAM /\O��.ti 8 QiL� (1) EACH COURSE • G 8x8 BOND BEAM — TOP OF • GQE�\� W/(1)#5 BAR .�'_ BOND BEAM 30" TYPICAL F = FILLED W/ GROUT I .V\A U =UNFILLED GROUT SOLID FROM TOP �C1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING OF #5'S, 2ND BOND IN SEAM, IF FILLED LINTEL. WIDTH # BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 16-1 T/1 8x8 PRE -CAST CONCRETE QOS��C(GF� NOMINAL�� LINTEL W/(1)#5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY P� HEIGHT # OF #5'S, TOP a OPENING-2" CORNER ITINEERS INTENT BOND BEAM COURSE OR n BEAM DESIGNATION THIS NGT/ REINFORCING OF BOND BEAM XFXXS MNB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" AND XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L,) REFER 1T IS THIS ENGINEER'S INTENT SCALE'. 3/4"=1'-0" AND XUXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 IN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 1a. O.C. MAX. MIN 1-114" _ EMBEDMENT #5 BAR BENT AS SHOWN PRE -CAST a 3 ,�„ � 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL 'v SLOPE SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114' 8" FROM EACH END AND 18" N 1-1/4" EMBEDMENT b _ 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 11.) 8" FROM EACH END AND UPPER AND LOWER #5 MIN. REQUIRED IN O.C. MAX. MIN 1-1/4" MIN 2R12d PER ELK. EA ND BOND BEAM EACH CELL HOOKED IN EMBEDMENT EMBEDMENT TOP BOND BEAM W/ 7/16' OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY DETAIL AT CORNER STEP BCALE FRAMING 5 3 SCALE: 3/4"=1'-0" v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. SINGLE #5 CORNER BAR, 30x30 TURNED UP 5 OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I II / II/ II 3x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=V-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'A" 1ICNITICT3 6 Design GrouFra 41 N. RONALD REAGAN BLI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m 0 O F BVHDIV de IAT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL. "2558—HAWTHORNE" GARAGE BQING: LEFT PAGE: DETAILS 150 PH E B BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L.=BOTTOM OF LINTEL/T.O.A.=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS 8"x8" RECESS DOOR HEAD LOADS 8"X12" RECESS DOOR HEADER mmmNNE mm®mm- ®®®®®®®m m- m LOADSGRAVITY & UPLIFT SAFE 8"xl 6" RECESS DOOR HEADE LOADS 8"x32" RECESS DOOR HEADER t��E���t�E�EE�EE�m iTJEI�E��t��t�l�0m E�EE7ElfE�l�EE�E�EESE�t� ®E�'iE�f�E��Omt�7m E�E�E�t�:flt�tE�EE!3'3aEE�lEE�lt� ®���E��Omt�7m t�i®Eli�t���0t�0 ETi®EI��E'���mt�m ��t�t�i�EE�E�t�®E� i�t�t�i�t�E�E�EE3E■EEE�EE� A R C N I T E C T• Grou In� Design . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 z y �i e� 4 m G eF G 9LJ13DIV. Ae LAT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL.• "2558-HAWTHORNE' GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EAJ CJi n II CJ3 n CJ5 = EJ7 EJ7 EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM EJ7 = _ CHORD WITH 2 ROWS 10d NAILS STAGGERED (a]. 4"ON CENTER EJ7 I EJ7 I 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 TO ADJACENT TRUSSES W/ (2) f = _ 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 I p==== I EJ7 EJ7 I EJ7 EJ7 _ 1A y✓� 1 EJ7 CJi U 11 11 11 CJ3T } CJ5T _ EPT 11 RIDGE II EPT>�= CJ5T3TCAI Lit N II V II NNNI II n 11 IIII q II R II IIII • N p 11 NNNvIVI —V N N N R R it n II N I r-r" n I Li I I N i NNtlNu 11 0 N J II N N II } u u x u n n n � x N I N II N II N N N N IIRIDGEN--i-C n n n n n N u N N N N R N 11 N p II 11 11 II I N N N I II IIII _ 11 II 11 11 N ql" 1111 11 II u R n • R II 11 II NNNNII II n n n n u u 1 n N II II N LL I II x 11 11 n II 11 I II N N N N Nw: I II N N II N Nm�II I II 11 11 II 11 II LL W II I 11 N I N N N Nail II E 6 ° ° ° 11 II 11 LL 11 II II II 11 II II N II IIW<II II II II II II II N II I n n nay n n N u u n u II I II=� N II I n n l n x n=3 It If 11 n 11 RlbGE 11 N IISY ( \Q 11 II 1 11 It II 11 11 II 11 I II w II n x 11 114, N N tr 11 u O c E II N II N 11 II III II III cJ3E; = �o 2 U) roy3a�"d05 A NP�41 R'E EJEwO0CJ3E nII nII n 1 C 11� ilk II It II c3 II II II II II 9q I 'I >4 � = I I cl I I NII EJ71 1A u = _ CJ5 I II I I n II CJ3 II 1 CJi I2 N r G, N N Q Q Q Q Q G N N N V N -1 N O 2 ;: pl a a a a ¢ a ¢ a a a a a a < a a a m 002 FRAMING PLAN SCALE: 1/4" = V-0" c3 c� c�3 'S✓� 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" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM, CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 z a W y O v 1SUBDIV. do LOT SILVERADO LOT #12 BLK #16 3P!-tOJMCT# 03719.001-12161 MODEL.• "2558-HAWTHORNE" GARAGE 8rIING: LEFT PAGE: FRAMING PLAN %150MH EAW D M 07/09/1, SCALM: 1/4"=1'-0" SHEET s3 -(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 k' NAILS TO TRUSS {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) {1) SIMPSON LGT2 GIRDER TIEDOWN WITH (1 6) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 J" NAILS TO GIRDER ?, 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3)16d LV. COMMON NAILS. SECURED W/ 10d LV. COMMON NAILS O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'4' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1B 1C TYPICAL TRUSS/ SCALE 34"=1'-0" GIRDER CONNECTOR(S) SERIES BAOO BLOCK 7HONESS 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER a0 e 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE IJOIST 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 1/7' GYP. WL. BD, SEE SHEET SlAA FOR NAIL SIZE AND PATTERN �_,�I-JOIST CONNECTION @ L.B.W. �* BQALE:3/4"=1'-0" (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM. — PLATE DEPTH 1/4'D —HOLE EDGE >5/8" —HOLE DIAMETER 2/5•D SGL. STUD HOLE EDGE -5/8" HOLE DIAMETER < 3/5'D DBL. STUD STUD ND BORING LIMITS �VJSCALE: 1 1/7'=1'-0" ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE B' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL SE 2x SECURED W/ (3) 16d GALV. COMMON NAILS. !� lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 17' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'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. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) BIDS }'x 2 J' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) BOB }" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) j" x 57ITEN HD TO CMU AND (18) SDS �' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) _n TYPICAL ROOF "� "' "' GIRDER CONNECTOR(S) SCALE:$/4"='-0 IIERB BACI�RBLOCK THIOM 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. a EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH Ai MIN. 7' EMBEDMENT TO SLAB 8 (1 8) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-0" NOTE: W_-WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/, -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 HGUS2&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/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1/4"x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 9 6'-0" MAX (W/1X4) FOR 10'-0" MAX (W/2X4) le lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD 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'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. �'� BTM. CHORD BRACING SCALE: 3/4"=1'-0' SEDGE CENTRAL SPACING SPACING SEE SEE T u o CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, TALL AROUND BOLT. - Z 2, END OF FRONT AND REAR LEDGER SHOULD 00 LAP A MIN OF 4'-U'. 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY m CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114' (2) _ PT DIA. x 3' MASONRY SCREWS MAV BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDDESPAONB CENTRALSPACING A DOUBLE 2x8 112, W O/C 16, O/C B DOUBLE 2x8 3/4" W O/C 24" O/C C DOUBLE 2x10 1Y1" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 200 3/4" 6" 0/C F DOUBLE 2x12 3/4" 6" O/C 1T O/C S WOOD LEDGER DETAIL SCALE: (2) 2X4 No,2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12tl ®EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30' 1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2.8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-EN&D TRUSS SCALE:34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ��ALTERNATE MATERIALS SCALE: 3/4"=T-O" A I C R I T I C T 8 6 Grou i �n 41 N. RONALD REAGAN BL\ LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F 14 y4 C m 4 eF C SVHDIV. ee LOT- SILVERADO LOT #12 BLK #16 PROJECT* 03719.001-12161 MODEU "2558-HAWTHORNE" GARAGE BVrMG: LEFT PAGE: DETAILS 150 MPH EA B FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16"' x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0, (D SIMPSON H6 W/ (8)8d COMMON NAILS 21 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 If SIMPSON SPH4/SPH6 BTM, PLATE STRAPS W/ tOd x 1 FLOOR TRUSS OR 1/2" HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0' D DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY INTO LEDGER AND 10d 03" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION OZ P51 02 UU PER ELEVATION 1X2 FIRE -STOP MI #8 WOOD SCREWS x 2" LONG a 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 013" O.C. 1STPLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 10dP O.C. #8 WOOD SCREWS NOTE: 01 TOP OF FLR TRUSS N STAGGERED UPPER PLY INTO 2x6 z 2" LONG 3" O.C.; MI 2x4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/ 4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS � EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR ) 3/4" AS SHOWN 2x4 BRACE 0? 48" O.C. w/ (5) 12d 1'-4" MIN. FROM 2ND. FUR. FLOOR DECK NAILS (� EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI 8d RING SHANK NAILS 0j 4" O.C. MAX (13 ST. OF FLOOR TRUSS 8"CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING SH 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/MIN 5-12" EMBED. 161 NAILS @ 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC III _.y/4�� PER ELEVATION PER ELEVATION LL 3 Z 0= NAILING PATTERN VU O W PER ELEVATION=r PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS ,2 G.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @® REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ BOND BEAM REO. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16� W/TRUSS PLAN) AT TRUSSES PARALLEL 32" O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 sCALE:314"=1'-0" PRE-ENG3FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL, PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX e PER ELEVATION FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN TRU88 TO TOP PLATE SUM BOARD OR 1/2'HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A- SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10tl rPR TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY S'MIN. GALV. NAILS. NAILS SLAB. SEE EMBED. AT 32'OC MAX, B - (2) 81MPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U <1420 LBS W/ (14) 1Od BELOW FOR PLATE W/ 12tl's 8" O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE O CNC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O' '0'• SIMPSON SPH4 OR SPH6 BTM 1/2' GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's 01 EACH FILL ALL HOLES, DO NOT USE 10dx 3" 1/2'W' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO 8E INSTALLED 10'-0"O.C. MAX. EPDXY 5-12" EMBED. MIN. 0 16" 1 Oa 10b 1 OCi OC MAX. SCALE: 3/4"=1'-0' GABLE END BRACING W/ PRE-ENG �1 GABLE TRUSS @ CMU WALL TRUSS TO POST CONNECTION a A - LB SIMPSON MTS-12 U < 990 S W/ (14) 10d GALV. NAILS. • E B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'.x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21/2' BIDS TO POST TRUSS CONNECTION L.B.W. 9a 9b POST TO BLAB CONNECTION SCALE. 3/4"=T-01' ASS - SIMPSON ABU44Z POST BASE <U.1,900 G5,660 W/ 518 DIA. x e' EXP. BOLT SIMPSON ABU46Z POST BASE <U.2,300 G.10,335 W/ 6/8 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 8 % 16d x 2-1/2" NAILS TO POST. A R C H I T E C T$ Design Gr u 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332b 8 0 a� 4 SUBDIV. & I SILVERADO LOT #12 BLK #16 PROJECT* 03719.001-12161 MODEL.• "2558—HAWTHORNE" GARAGE SITING: LEFT PAGE: DETAILS 150 MPH B I! C Y IT ! C T A FIBERGLASS SHINGLES OVER'30 FELT PAPER SEE SHEET SNI FOR PLYWOOD SHEATHING SECURED PER NAILING SCHEDULE 14'-2' CLG. HGT.,i � — T-4' TDM. o (2 STUCCO OVER FELT OVER PLYWOOD DBL STUD WK2) SP4 )J'XIO' WEDGE —� ANCHOR • 32' O.C. (T MIN. EMBED.) (2) 2Xi2 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 • EA. SIDE PRE-ENG TRUSS (STRAP PER FRAMING NOTES) MTL. DRIP EDGE 2x SUB -BAND o, 14'-2' ENTRY BRG. HGT — VENTED ALUM. SOFFIT DOUBLE TOP PLATE j O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS-12 • 24' O.G. ENTRY DETAIL-ELEV. 'D' A BCALE : la'• -0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774.4078 www. bdesigngroup.com AA 8: 0003325 m y �i 4 4 y O a 9UBDIV. & L.OT• SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL: "2558-HAWTHORNE" GARAGE 81RNG: LEFT PAGE: ENTRY DETAILS 15 M H EXA • s e u E r e e r• FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24116) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 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/e" 0.113 170.000 (16 -20 RINGS rl667 SCREW SHANK PER INCH) 8d RINGSHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 8d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS C 4" O.C. ON EDGE AND V O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES Ir li TYP. EXT. SHEATHING ATTACHMENT L—L �J W C7 Nw V tj 00 IN iD GABLE END RAFTER OR TRUSS ROOF SHEATHING Z = 93 m I, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING G 16"0 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 ` #8 7' DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 17 O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS HIP ROOF LEI. ROOF WIND DESIGN PRESSURES NET (CROSS) ASOE7-15 ZONE 3= S ZONE b = 3].S ZONE 2n=38.5 ZONE 3r=-55.3 CNE 2r= NDI - L"ENDZONEDSTPNCE WIW SPEED. f E0 MPH RISK— ISK A2E GTEOORY.'e' RISKCATAOORY:II APPLI—EOEFFO L PRESSURE COEFFlCIEN-8.18 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2PT FURRING TO MASONRY/GONG. CASE HARDENED WIL NAILI —LONG. BO/C Cv1RAGE DOOR BUCK TO MASONRY/CONC. 1/!'DA. NO NMSHER TAFCON MASONRY FASTENER S. I - EMBED., 4-END DST., I —EDGE DST. SOD PAL. —DOORS x T, SEE NOTE CASE HARDENED COL I -LOW 5.I STAOOERED WNDGWA]OOW FASTENED INTO MASONgYroCNC. GARAGE DOOR BUCK TOMASONRY/CONC. 3IBn DAOR yy,wgSHER EXPANSION BOLT 11111IA) dCN1 A) I—SED., VENDDST., 3"EDGE DST. —BUCK CASE. DENEDDDL B"OIC WN00WNODLFASTENED MI —STRAP TO CONTACT THIS ENGINEER FOR SPACING x STAGGERED INTO MAEONRY,gCFIC MAsoNRYlwgO. REQUIREMENTS O DOOR BUCK 2x PT, SEENOTE6 ()3118'D0. WASHER "TPPNN' FASTNER 150� i111 EMBED. 6'END OISi., 112' EDGE DIST. N0IFBEAgIND NroOD WALL TO CONC. STAB 1l2"° PANSION 240� C"EMBED. O"END WI WASHER BOLT OIST., 3"EWEDST. LPTIMNOOW&KK qFx 21R' 4-EN0. D3T.,11I[' 01� Pr TO STEELC0...9EE WI WASHER GERED EDGE DST. NOTES N 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 B. W NDOW AND DOOR BUCKS SHALL BE AS WDE OR WIDER AS THE DOOR OR W NDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND Z, MEMBERS ARE SECURED VW TAPCONS OR RAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M, MAXIMUM AGGREGATE SIZE SHALL BE XT, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: DRAWINGS CONSULT ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAW PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314' . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-1 4, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 20R BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUNO WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS TAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 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 THANIA" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE WELDED WIRE MESH, SHALL BE ASTM AT 064/Ai D64M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: -DOWNS. ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WTH 2 CHAIRS SPACED 3-0 OC, EACH WAY. REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEA LED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR. SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS A E A, A AND A MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM DEFORMED GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE GRADE E DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR'. LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED REVIEW. WOOD TRUSSES. 20 psf TOP CHORD-no—oncunent 10 psf BTM CHORD—oncurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #6 BAR - 2" 304 #5 BAR - 30" #7 BAR - TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38° z 38° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAMM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tops( MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf 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 WIND'. DEAD LOAD SPEED 020) MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-16 (BBC ATTIC EXPOSURE B, RISK CATEGORY II) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVELOADS:UNINHABITABLEATTIC WITHOUT DATTISTORAGE:1MT UNINHABITABLEATTICWTHLIMITED STORAGE: 20pst, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS'. 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAW NGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL SHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNOS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 DO,, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REOUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMEBTAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES. THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SNALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDADR WEATHER: 1.1/2' FOR 16 AND SMALLER 2' FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1.12- FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M, Fy = 36'.ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, FY - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 IrSL TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M 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. 6 Design Grou �nm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 mPi t 9UBDM at LOT: SILVERADO LOT #12 BLK #16 PROJECT4y 03719.001-12161 MODEL "2558-HAWTHORNE" GARAGE 9WIIJG: LEFT PAGE: DETAILS 150 MPH E . B 41 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX STAPLESINSTALLED ` THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHF ri'MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: n�Ten n J-L;tIANNtL FASCIA FASCIA WOOD BOARD BY OTHERS 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO O 7QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ TAPLESINSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #13X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MA,X. O.C. EL 3Q 7Q STAPLESINSTALLED. THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT --I 30 J-CHANNEL— i„ nFTnn F J-UrlANNtL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN 'L'--� SPAN 'L�- FIT O BATTEN STRIP ANCHOR @ 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN L CHANNEL03 v DETAIL B MAx. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT ® �„ FASTENER SPACED 24" Qg MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR `EAVE WIDTH `EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END BY OTHER 2-1/4" BATTEN SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 1.3.519 375375 .4 3.625 3.625 3. 5 08 .03 12 ---+r A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 c A N C N I T E C T 8 Grouse In .Y. LONGWOOD, fL32760 V PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 j w y F ro 0 0 Stnmrv. Ae LOT SILVERADO LOT #12 BLK #16 PROJECT# 03719.001-12161 MODEL• "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS �154,MPH EXP. B 712021 DATE: 07/09/21 SCALE: 1/4"=1'-0" SHEET SDZ v