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Home My WebLink About7324 Steer Blade Dr99 99 2558 - FOR: ? • • R HOR11ON tit 12602 TELECOM C)RIVE, TAMPA, FL 33637 Ted: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILIN CORES FLORIDA BULDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZfiPHYRHILLS ORDINANCES REVIEW DATE MAMA 0 1�21 CITY OF ZEPHYR -HILL PLAN EXAMINER STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 I TEL: (813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -�In= BUBDING CODE, BESIDEN11A1. 7M EDr= (�) -AM IACAL AND STATE ,CODES -OCCUPANCY - RESIDERTIAL, GROUP R3 -coNsrRVCfloN TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - VIlk=150 MPH Yflad=118 MPH -EVOSURE - B -I-STORY RESIDENCE - -2-STORY RESIDENCE - 11AX. HEIGHT A9 PER LOCAL AND STATE CODES AIC ABOVE AD ADJUSTAITTGN[NG ADJ. ADJUSTABLE T E ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CLE R cLR CLEAR CONC. CONCRETE cPr. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL. DP. DEEP DR DOOR D.S. DETAILPOUT Dw: DETAIL EA. EACH EQ. V EQUAL�ON ELFROLAND EXIT EXHAUST EXT. EXTERIOR F.G.TX. FCXID GLASS F.G. FUELGAS FIN, FINISH FLR FLOOR FLUOR FLUORESCENT FR DR. FRENCH DOOR FIG. FOOTING GA, GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD HB. HOSEBIB H.C. HOLLOW CORE BDR. HEADER HOT. OR ITT HEIGHT INSUL. INSULATION INT. INTERIOR LUM LAVATORY MUM. LUMINOUS M.C. MEDICINE CABINET M N. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD, MOUNTED NMTL.TS METAL SCALE N.T.S. ON CENTER o.c. oxcENTEa PL PROPERTY LINE P.B. PUSH BUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM 5:C ROUGH OPENING S.D. SMOKEDETECTOR SI. SHEEEIT HUNG SHTHG. SHEATHING SHWR. SHOWER SIM. SIMILAR SL. SLIDING SL GL. SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP, TEMPERED GLASS TUX THICK T.O.C. TOP OF CURB TOP. TOP OF PLATE T TOP OFS TYR TYPICAL LAH Y. U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER Wi WITH WD. WOOD WOW. WINDOW W/H WATERHEAM DATE DESCRIPTION 06/26/10 ADDED 160-C ENODf�1G ARCHITECTURAL SHEET DESCRIPTION 07/28/1E ADDED 91'ONE CAP NOTE TO FRONT ELEVATION � PG Cl- V R 3HEE7 PG A, GENERAL NOTES PG A2BFLOOR PLAN PG A2H-ELEVATIONS FRONT h REAR PG 3H- I�V�ATIS "B" LEFT 8 RIGHT P 1-S C PLAN 1-P USING PLAN MI CHANICAL PI" PG DS- AHS PG D2- AILS P D3-PRODUCT A PROVAL LI$TjIIG P KAI-KALE ppggS MBLY DggTABS PG KA2-WALL ASy MBLY DETAILS PG WA3-WALL ASSEMBLY pl'fAIIS PG KA4-KALE ASSEE1IttBLY uDETAILS PG KA -WALL ASS LY DETAILS PG KA8-KALE ASS MBLY DETAILS 07/20/19 ADDED OPTIONAL PENDENT UGRFING AT KITCHEN 10/14/19 UPDATED LED Lwxrs PER Da.eoRTON 1o/ao/te UPDATED LED DETAIL SUBEI89 PER D.R.HORTOli Ol/2O/20 ADD® 8I1�90N CONNECTORS I.L.O.USP 11/15/80 MADE RED124E CHANGES FROM EKG. FOR 2020 CODE CHANGE II/IE/RO WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/06/21 REPATHRD XREFS FOR THE 2020 FRC STATE OF FLORIDA PROFESSIONAL ARCHITECT: A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 . SQ•FT• CALL, S LIVING 2A31 Sa FT. GARAGE 611 Sa F COVERED LANAI 200 Sa FT. TOTAL 3,4M Ga FT. STRUCTURAL SHEET DESCRIPTION PG 91-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG 92-LIFT BEAM PLAN PG S2.LA-DETAILS PG S3-DETAILS PG 93-FRAMING PLAN LNG PG S3AA-DETAILS PG 93. %WTAI[S PG N -D AILS PG SD -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE rA RCN IT ICTS-I Grou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdeslgngroup.rom AA S: 0003326 J SiunDIV. at LOT SILVERADO LOT #3 BLK. #15 PROJECT 03719.001-03151 MODEL "2558-110THORNE" GARAGE SWING: RIGHT PAGE: COVER SHEET 150 MPH W. 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) UNO. _ 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. 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 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %,INCH GYPSUM BOARD OR EQUIVALENT. 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/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 P3DD5.2. 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, Yaa' 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-C 1 063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C- 1 063-19a & 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 CONSTRUC710M UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEN.INGS 1. EXTERIOR CEILING TO BE 1l2" 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 AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A R C N IT E C TO Grou i Ln Al N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-77"078 www.abdesigngroup.com AA #: 0003325 y L4 8 m 1 svHa:v rk I.oT: SILVERADO LOT #3 BLK. #15 PROJECT 03719.0001-03151 MODEL "2558-HAWTHORNE" GARAGE BVaNG: RIGHT PAGE: GENERAL NOTES 150 MPH UP. B M. AA NO D � 3/01/21 SCALE: 1/4"=1'-O" sHEET GN • 1R-18H J --------------- �BATH � I 2 CLG. io PRE -PLUM 2' STEEL PIPE BOLLARD 0 9 I 1 9 `7 rt+ CLG. I BEDROOM r-6 I s ° L.T. X 1 L _ _ BATH 1 m "' I c0 v I TRAY CLG. I IR-18H 9'-4' Ctfs ®B4' CL& m a I TO 0'-0' m' I a M IR_I8H- 9 BARREL CLG. ��I 3taGARAGE k T-4' ' 1- - - - - -� '^ ---------- J 6 0 ® 1 m FROM B'-4' TO W-8' 4 1 CLQ 1 � v - w1c. IR-ISH r-------� 1 4 � L_ # I H STOR �1 I� o 0 I _- IR-18H IR•ISH ,q I I — X I it 0' 6'-0' 4'-8' 4'-8' I BARREL CLG. I I I FROM:'-4' TO 8'-8' iiili o I ii llL=1Ji LAUNDRY s o I GM ROM - - 9'-4' u G. - 0 ICOVERED FOYER a 11-V CLG 4ZI 0 26' 10' 2_8.-8'W, 8 -8' I3 i I r N8 ly 41'1CL& v I I T v I I I ° 1 i p 2 _q I I 8 1 5'-S. S._9. q�_6. �_0. m 8,_6. I'-0' S_2. 3' 6.1'- 35-8H 1 1 i I I A � AI '^ cv ry.1�j FLAT HDR B • 8'_0. T v FLAT 6 'v ;p -------- DIE! AFF. in HDR - i X"; • • fl m 8�_0, a � bim v, 2'_4 2,12. a 9,� BEDROOM4 �' e -a CLG. I 1 BEDROOM 3 o m I e ti° BATH - 9 v Nim N PAN. 14 9_a Oq ro O_ s TUB, n 'A s I v I "` ----- O----7- 5 I m I v11111LAIIIIIIII III FLOOR PLAN SCALE: 1/4' . 1'-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 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL D"MION6 ARE FROM FACE OF 1 W BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE 3 $ UNA. - DRYER VENTED THROIXH ROOF /VTR), NOT SCREENED. - AIR COMPRESSOR SET ON 44'X44' POURED CONC. PAD. PAD BEGINS 6'FROM EDGE OF STRUCTURE. - SEE SHEET ON FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO HAVE AMC FAULT GRWIT NTERNJPtER - ALL FULL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENNGB ARE "AM WALLS. RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'Xb' STUDS • 16, O.C. W/ 1/2' DRYWALL SQ.FT. CALC.'S LIVING 2,S31 FT. GENTRY SDI g6gp0p. FT. COWERED LANAI 200 SQ: Sa FT. TOTAL 3,400 SQ FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'x12' 8MARE LATICRETE BY HYDRO BAN. R.O. SHALL BE 14b' x 14.5% BOTTOM SHALL BE INSTALLED AT 54' AFF. UNA. BAOBCMOo RE E30C l"m asm ANDYM Sam to WE =krHODMb SAM MIN. WINDOW 5 5 2431.328 CRITERIA EXTERIOR SWING 24 b 22,W-2SA DR MIN. CRITERIA SGD. MIN 96 5 20.1/-25A CRITERIA 80'10 OAD. b6 5 21.6/-21.1 16010 O.H.D. IQ 5 20b/-24.5 BASIC FIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODMED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL FIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP t74W]� MATERIAL TO CABINETS.^INSTALLER n In INSTALL FLABAR REINFORCING4 BRACKET8 A8 3NECESSARY. � ATYP. CABINET SECTION SCALE: NT8 A I C N IT I C T I M Nsign Al N. RONALD REAGGAN BL% LONGWOOD,FL32760 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngtoup.com AA M: 0003325 um, BUBDIV. Se I.OT: SILVERADO LOT #3 BLK. #15 PROJECT 03719.00—03151 MODZL4 2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 150 H E . 20'-2' BLDG. HGT. RAISED STUCCO BAND (TYP) 9 -4Is 18'X12' DECO SHUTTERS FOAM CAP —� 0'-O' FIN. FLR I B - STONE VENEER FRONT ELEVATION SCALE: 1/4' • i'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS S I> OFF -RIDGE OFF -RIDGE VENT VENT 9'-4- REAR ELEVATION SCALE: 1/4' . I'-0' TEXTURED FINISH AREA OF ATTIC = 3674 SQ. 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 O F ATTI C = .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 TOTAL LINEALFTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERIMITEROF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) _ 12t 9 SHINGLE ROOF -13'-4' BR.. NGT RAISED STUCCO BAND (TYP) �— FOAM CAP 1E I 9'-4' BRG. HGT. BAND DTL. B SCALE: I/2' . P.C./2' . I'-0 BAND DTL. D SCALE: 1/2' • I'-0' BAND DTL. CSCALE: I/2' . I'_0I/2' . I._m. BAND DTL. E MAR A R C N IT R C T R 6 Grousi �n c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7746078 FAX 407.774-4078 www.abdealgngroup.com AA M: 0003325 V 0 SLTHDIV. Be Lo SILVERADO LOT #3 BLK. #15 PROJECT 03719.001-03151 MODELt "2558-HAWTHORNE" GARAGE 8WINa: RIGHT PAGE: FRONT & REAR ELEVATIONS :, B:: %150 MPH XV. B A R C N I T! C T= 9'_4. OFF -RIDGE VENT ---------------------------------- LEFT ELEVATION WALE, 1/4' " F-0' TEXTURED FINISH STONE VENEER TO ME INSTALLED PER MANUFACTURERS SPECIFICATIONS 5 OFF -RIDGE OFF-RI�NT OFF -RIDGE OFF -RIDGE VENT I I S OFF -RIDGE VENT e-4• sr�. I-IGT.�� FOAM CAP ad _0• l0 r 0'-C' FIN. FLR. N. G - - — - — - — - — - — - — - — - — - — --- — - — - — - — - — - — — — — — — — — — STONE VENEER RIGHT ELEVATION SCALE. 1/4' • I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS _m. FOAM CAP STONE VENEER F MAR I Grousi In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdeslgngroup.com AA M 0003325 04 �i 14 1 0 i 9tMDM do LOT: SILVERADO LOT #3 BLK. #15 PROJECT 03719.001_03151 MODEL "2558-HAWTHORNE" OARAGE 19WING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS "B" 150 H B ELECTRICAL LEGEND DESCRIPTION DARD SWITCHY q SWITCH Y SWITCH ER SWITCH BUTTON INGLE RECEPTACLE (129V/20-AMP WJGLE POLE) WV DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET !RED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® 10v DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE ONNECTOR) -Q EDICATED RECEPTACLE rQ L MOUNTED LIGHT (LING MOUNTED LIGHT DANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER Sa FT.) am BULB LIGHT FIXTURE BULB LIGHT FIXTURE t BULB LIGHT FIXTURE 'TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE CUNT) 'x4' FLUORESCENT LIGHT (RECESSED) OIRECESS LIGHT • CESS LIGHT (VAPOR PROOF) ING MOUNTED LIGHT WITH J-BOX FIL OPT. FAN I R0 U-BOX (WALL MOUNTED) I FILING MOUNTED FAN 0fvIENT FAN (I CFM PER 90. FT.) JACK I-Q OICE DETECTOR (WALL MOUNTED) O DETECTOR (CEILING MOUNTED) N TV JACK ^E BB FORT [OCATION OF TV DAM 4 PHONE OUTL f !FAN • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR nth EDITION C2020) NEC 210.@ 201� EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 90 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCPt Ith Ej�ITION C2020). • 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 nth ED (2L1?ZL@L • ALL WOIFFC TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR "ITH ED (MAIL • AI 1 I AMMA ALNAI 1 RC ACI @/:TC1'S B11Y IL3111 r'SCO I METER FIELD VERIFY OO PANEL OUTLET \I------�OLI vP (BATH2 r---------------'I ; wic. I /"' FOR PRE I PRE-PLU1B IRRIGATION TIMER -WIRED CLG.FAN .1 — — /(��/ / GFI =0GFI GLG. PRE -WIRED GFI• OUTLET CLG.FAN vP BATH 1 BEDROOM - BEDROOM r I ----- J `��Aw-I\ Ff 3-MGARAGE L erD /• — — — Wic 0ED LA�N \ I I II II GREATROOM CLG.FAN PRE -WIRED '% l CLG.FAN \ I ` WFI EWA GFI LTAN �-\` I5'-51/2' 0 / I 4--4--- CAFE `�� PAN b O I I L° I I I I � I I __-- I LED LIGHTING LED LIGHTING LED LIGHTING @ DOUBLE LAV. C SINGLE LAV. ® SINGLE LAV, BATH I BATH 2 BATH 3 ON MR I CFI• LIGHT 4 i 441AFF. SWITCH IN ATTIC F GIN CLG. OUTLET LAUNDRY L g CFI• 44'AFF. �'• I 1 PRE -WIRED POR COACH LIGHT 1 \ I I I I I I I CHIMER � - I I I I I ' � POYER I I I I I I 1 I BEDROOM PRE -WIRED CLG.FAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP I NEC CODE ND2 HOUSE PLAN: 2045 1MODEL 2045 SCLFT.GENERALUGHTINGX3VA.PERSQ.FT. 2 2OAMP APPUANCE CIRCUIT AT1500VA FA.1 IAUNDRYORCUITAT1 RANGEAT NAME PLATE RATING OR COOKTOP/OVEN1 WATER HEATER1 DISHWASHERI 1��- CLOTHES DRYER 1 DISPOSAL 1 MICROWAVE 1 REF. SUBTOTAL OF GEN EML LOAD NRST30 KVAOFGFNERALLOAD AT 100% 1Q REMAINDER OF GENERAL LOAD AT 40% 26535 IVA.X F4 1061 TOTALNETGENERALLOAD 2461 4TON HEAT PUMP8128AW X 240 VA 6720 IOKW ELECTRIC HEATAT 65% 6 NETGENERALLDAD _ 2g61 NETTOTALHEAT 13 IOTALLOAD 33, F=REGROWTH 10% 3383. CALCULATED LOAD FOR SERVICE 37,217 VA/ 140 V= 155 AMP 200 AMP SERVICE REQUIRED &Qj€: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-22 REQUIREMENTS. NEUTRALCAWULATION: LIGHTING, APPLIANCE, LAUNDRY WADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NETIOAD 6,949 VA RANGE: 12,=@7D% 8,400 VA DRYER: 5,000070% 3,500 VA TOTAL 18,849 VA NEUTNALAMPACITY: 18,48W240:78 A I2 AL MINIMUM NEUTRAL CONDUCTOR. I II I II I I A PRE -WIRED V CLG.FAN BEDROOM 3 () FOR COACH I LIGHT I' I I 1' II I� II II I I' I� I II I' III I i I PRE -WIRED FOR COACH I LIGHT ELECTRICAL PLAN SCALE: 1/4' . P-0' 3 2/0 CU, I % CI GNO 2" CONDUIT OR 3 4/0 AL, 1 14 AL GND N 2" CONDUIT. TO TERMINATE ABOVE SOWT • OVEM441,W 200 AMP ELECTRICAL RISER NOT TO KALE. G GENERAL NIATION CO'" ELECTRICAL MATERIALS AND INSTALLATIONS !CAL SERVICE �� DISCONNECT SHALL COMPLY MTN ELECTREIGAL PROVISIONS OF M O AND ELECT Two FBOR 1TH EDItION f2mm0. LOCAL CODES, AND IC ELECTRIC ALL LOCAL POMR L:OFIPANY MGUIREr@ METER IN NEMA Q ALL CONDWTGM SMALL W TYPE THWNRWN iOOA/2 $R ENCLOSUWE UNLESS NOTED OM1ERWB L POWER C0MIRANY TRANSPOR'ER PROVIDE 200 AMP, 120/240 VOLT. I P 4AN SECONDARY ELECTRICAL. SERVICE. PROVIDE 3 4/0 COPPER (CU) IN 2" CIA GC DALE SO PVC CONDUIT OR PROVIDE 3 R4M ALVIINIA'I (AL) IN 2" OIA 604ED1,11.E W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WT14 THE ELECTRIC C4MVANY PRIOR TO BID. 200 AMP 0/240 V401 I PMO PANEL TRFLCP410FE LLRVK2 BNTR-SERVICE ERNIIIFm [r/T ENTRANCE EaIIR.RN PENT MTEMIN YSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 V Cu SERVICE CANDUND CONNECTED TO CONCRETE ENCASED P0011 R STEEL PER ELECTRICAL PROVISIONS OF PBCR TrH ED1rIaN1 nmo) 5/9" DIA X S FT LONG COPIER CLAD GROUND ROD A R C R I T R C T 8 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAK 407.7744078 www.abdesigngroup.com AA #: 0003326 Pi ti 3 $L7SDIV Ac LOT SILVERADO LOT #3 BLK, #15 PROJECT 03719.001-03151 MODELc "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 150 H W. B 21 DATE: PRAT 3/01/21 SCALE: 1/4"=1'-0" SHEET E1 PLUMBING PLAN SCALE: 1/4' " I'-m' 2' VTR PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. 1n 1 N. KUNALN neAt9An ewU. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 J Q h Q 0 sF G � a aysDlV. ae L0 SILVERADO LOT #3 BLK #15 PROJECT 03719.001-03151 MCDEic "2558-HAWTHORNE" OARAOE 9WINC: RIGHT PAaE: PLUMBING PLAN 150 MPH EXP. B DA E 3/01/21 aCALM 1/4"=f-0" P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC iTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 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 FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 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 BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL MECHANICAL PLAN SCALE. 1/4' . I'-& SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/SPEC FLOOR SLAB CLEAN -OUT (TY�PN.) COUNTER6INC CA. PLUG FIN. GRADE OR PAVING SPEC. r5EE '-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT T SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 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 • W FROM STRUCTURE NOTE, HVAC TO HAVE PROPER PANS W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFOFd'1 RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TW EDITION (2020) MECHANICAL OLD& CODE SECTION 3012A HVAC DRAINS X441 N. MUNHLU KtIAUAN tlLVU. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003326 0 ti sUBDIV. Ac LJOTil SILVERADO LOT #3 BLK. #15 PROJECT 03719.001-03151 MODEM "2558-HAWTHORNE" GARAGE STING: RIGHT PAGE: MECHANICAL PLAN 150 H FW. B 3 1 rs"14'r 3/01/21 DATE: SCALE: 1/4"=1'-0" SItEET M1 2X4 TOP PLATE FLAN PRE-FAB TRUSS In' CLG. BOARD 1/2' DRYWALL --` T tr SECURE BT. — PLATE TO SLAB W/ Wdd MASONRY NAIL ♦ 32' O.G. MAX FIN. FLR. 2X4 WOOD STUDS *24' O.G. SLAB f7V I C: V I UVa IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (2)TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SM. SECURED PER FASTENER SCHEDULE PRE-ENG TRU86 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-m' FIN. FLR1 1'-0• TYP. O.H. BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE 5/8' GYPSUM BOARD OR 1/2' W*W STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS zA PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 11 PER ELEVATION R-4.1 INSULATION —� I— /� SP WINDOW ATTACHMENT �PER MANUFACTURES r— BPEGIFICATIONB REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. B' CMU 1/2' GYP. WL. BD.� WOOD BASE ------ n W/ WINDOW OPENING N FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR a n TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR (j:)1—ST0RY HIP BLOCK WALL 4R122,, A (2)-L-AVER UNDERLAYMENT D1 SCALE: 3/4'.1'-V' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 I1, - ' ♦ ♦i �♦ Dig i!� ♦ � � 47i1� I:�:�.�i!.TiT.�iT.Yi�';!iF=?O.I - - - _ YOaD sAM WO= JAM Pew CT OALV, eTea Ar"N APPwP/AL RefJ. Illy MAP. TRACK 6T OTHlM er Man 0r 071, 1 1 ►AOTRip TO nom TRAM O.RACHM!" uv PRODUCT APPwovAl. Wa SINE THRU BLACK 3 GARAGE DOOR JAMBS esa,w•.r-r D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDEIRLAYMENT SECURE W/ (2) 12d NAILS AS PER POOR Sft.I.l. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS 9' 2x FASCIA PER MAX PRE-ENG UID. TRUSS ELEVATIONS O• PER ELEVATION VENTED SOFFIT If WALL SHEATHING CONT. 2x RAT WAN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS SHEET SNI, SECURE PER SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI PER ELEVATION PRE-EW% 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 MANUFAC TTURES SSPECIHMENTF CATITIONS STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. I/2' THICK, 2 COAT 1/1' GYP. WL. BD. PORTLAND CEMENT WOOD BABE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRlL 8•cm n`•. m. 4 n W/ WINDOW OPENING A FIBEIdsLASS SHNCLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SM. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS }� 0'-0' FIN. FLR a TYP. WALL SECTION NO OPENING r5_11—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-C' MAR A R C N I T L C T E Gr all 41 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 a m 4 eF G avaDiv Be L40 SILVERADO LOT #3 BLK #15 PROJECT* 03719,001-03151 MODEL' "2558-HAWTHORNE" GARAGE DTrWO: RIGHT PAGE: DETAILS 150 EA B Sl 2021 PROF 3/01/21 DATE: BCAL,E:1/4"=1'-0" SHEET D1 00 ct2 Tor. 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V 1/2' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X Iw WASHER / NUT OR W/ (2) V2' X 6' ANCHOR BOLTS W/ W MIN. EMBEDMENT W/ 2' X 2• X i/V WASHER 4 NUT IE WOUIE 2x4 ON 9 RAT TO MILK © W/ MASONRY 0 NAILS. % GARAGE C= 2 DUCK SECURED W/ (5)1/2' X 5' J-BOLT OR ANCHOR IN OMM, W/ 4' MIN. EMBEDMENT, WV 2' X 2' X V6' WASHER / NUT. (V WITHIN 6' OF TOP, (V WITHIN S' OF THE ISM, 00 EVENLY SPACED. 0 O NOTES, ALL ANCHORS SHALL BEN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE Aurm MNBTm1CT ema a M(]RE eTIINr T GARAGE DOOR QBUCK ATTACHMENT 3 w-Tw I'X4' 6' CMU 1/2'DRYWAL ❑P.T. NA DOOR DOOR L Ix4 P.T. OR 5/47(4' MN SECURE THRU FRAME / NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4')DOOR JAMB TO BLOCK +3/4' OR +5/4" OW TO BLOCK +3/4' OR om+5/4" 2X4, US SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHANK SIZE ." MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 ID'Or- MAX SPACING. 2X6, SECURE TO BLOC, WK2) 3/16' TAPCONS (MN ON" SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') 6. cm 6. OF EACH END / W'Oa MAX SPACING. In' DRYWALL 2X& cm❑ rX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MN SWANK SIZE Ab MN HEAD SIZE 300 MN EMBEDMENT 1 V4') UTHN 6' OF EACH END B / 10' Or. MAX DOOR JAMOR WINDOW ATTACH TO 2X PER MANUFACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLOCK +1 1/2" n ��DOII� TO BLACK +1 1/2" 2X4, ED SECURE TO BLOCK III? 3/16' TAPC4" (MR SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6' OP EACH END 4 IS' O.C, MAX SPACING. 2X6. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLOCK +1 1/2" n ��DOII� TO BLACK +1 1/2" 2X4, ED SECURE TO BLOCK III? 3/16' TAPC4" (MR SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6' OP EACH END 4 IS' O.C, MAX SPACING. 2X6. SECURE TO BLOCK W92) 3AW TAPCONS (MIN. SWANK SIZE .146 MN HEAD SIZE 300 MIN. EMBEDMENT 1 V41) WITHIN 6' OF EACH END S' cm / IS' O.C. MAX SPACINQ.. In' DRYWALL 2X& ❑ SECURE TO BLOCK 1w' WK2) 3/16' TAPCON6 P.T. NAILER (MIN. SWANK SIZE .146 1/16' OAAL X 4' MIN. MIN, HEAD SIZE 30O MN EMBEDMENT 1 1/4') DOOR CASING WITHIN 6. OF EACH END / Is• oD. nAx SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE& DETAILS. NOTE. SHIM ASNEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16' r11fIND01I TO BLOCK +1 15/16" 2X4, Ed SECURE TO BLOCK W/ 3/16' TAPCONS (MN GNAW, SIZE J46 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH Elm 4 W O.G. MAX SPACING. NOTE, STRUCTURAL 2X MOT DE 2X6, ® ON OUTSIDE / SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3AW TAPCON6 SAW TAPCON MN 1-1/4' (MN SWANK SIZE AS EMBEDMENT INTO BLOC, MN HEAD 61ZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 6' CMU / W O.C. MAX SPACING. DRYWALL C, OW ❑ SE CRE TO BLOCK I'X4• W/(2) 3A6' TAPOONS P.T. NAILER MN 614AW 61ZE J46 DOOR CASING MN HEAD 612E 30O MN EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 4 W O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4' y 1fIND011 TO BLOCK +2 1/4" 2x4, m SECURE TO BLOCK W/3/16' TAPCONS (MR SHANK SIZE J45 MIN 1EAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S• OF EACH END 1 W OG. MAX SPACING. 2)c6. SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHARK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 W OG. MAX SPACING. In'DRYWALL 2X6. SECURE TO BLOCK ❑ WK2) 3/16' TAPCONS P.T. NAILER (MIN. 6HANK SIZE .145 DOOR CASING MIN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END / ts' o1a MAx DOOR JAPE OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +3' �1MrTTNTXMTr T(U RineTr ++�' 2x4, m SECURE TO BLACK WV 3AV TAPCONS (MN SWANK SIZE .146 MN MEAD SIZE 300 MN EMBEDMENT 1 1,14') WITHIN 6' OF EACH END 4 W Or. MAX SPACING. NOTE, STRUCTURAL 2X MIST BE 2X6, cm ON OUTSIDE 4 SECURED 6E0URE TO BLOCK THROUGH NON-STRUCTURAL W02) 346' TAPCONS 3/16' TApCON MN 1-1/4' MN SHANK SIZE Ab EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 6, C.0 40, or MAX SPACING, In* DRYWALL 2X& ® El WRE 6ETO BLOCK P.T. P.T. NAILER WK2) 3/16' TAPCON6 DOOR CASING MN OWANK SIZE AD MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END MEMBER W92R2d WITHIN / 16. Or -MAX SPACING MID DOOR JAOR WINDOW ATTACH TO 2X PER NOTE, 6NIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" (1wDMty •rn atnntc +4" 2N® 2k SECURE TO STRUCTURAL 6' OF EACH END / 6' TO 6' MAX 2X4, 00 SECURE TO BLOCK WV 1/4' TAPCON6 (MIN. SWANK SIZE J45 MR HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 6' OP EACH END 4 16' D.C. MAX SPACING, 2)(6, ISO SECURE TO BLOCK WK2) 1/4• TAPCON6 (MIN. SHANK SIZE .W5 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHN S' OF EACH END / 10' O.C. MAX SPACING. 2X& SECURE TO BLOCK WK2) LOW TAPCON6 (MIN. SHANK SIZE .HS MIN. HEAD 61ZE 300 MN EMBEDMENT 1 1/49 WATNN 6' OF EACH END 4 16. O.C. MAX 6PACNG 6' cm ❑ V2' DRYWALL I-X4' I T. NAILER IA6' 0.Sa X 4' MN r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MARVACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16" r11ILNDoe To BLACK +3 7/16" 2" m SECURE TO BLOCK W/ 1/4' TAPCONS (MN GNAW, SIZE J45 MIN MEAD SIZE 300 MN EMBEDMENT 1 1149 WITHIN 6' OP EACH Elm 4 E' O.C. MAX SPACING, 2X6. SECURE TO BLOCK WK2) I/4' TAPCONS (MN GNAW SIZE 145 MN NEAP SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 4 IS' OZ. MAX SPACING. 2X& GIGUE TO BLOCK WK2) 1/4' TAPCONS (MN SWAN, 61ZE Ab MN HEAD 61ZE AW MN EMBEDMENT 1 1,14') WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED THROUGH NON-STRUCTURAL 3/16' TAPCON MN I-V4' EMBEDMENT INTO BLOCK L�1 6• cm In' DRYWALL ❑ I X4' P.T. NAILER I' P.T. X 4' MN ILU-J'U DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4' r11�Now TO BLOCK +3 3/4" MAR 6 Grow i Ln 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigng(oup.com AA S: 000332b A y� a Ia SunDIV. to LOT: SILVERADO LOT #3 BLK #15 P1iOJI0CT 03719.001-03151 moDEL' "2558-HAWTHORNE" GARAGE IQNING: RIGHT PAGE: DETAILS 150 RH E . B Plexprr DATIM 3/01/21 SCALE: 1/4"—V-0" 101 rN PIREFOR-1ED CONTROL JOINT — FLANGE OF CONTROL JO" Td BE WRED TIED TO LATH R S' O)O. MAX (VERT.). SQL DO NOT FASTEN CONTROL JOINT TO WALL EVEN P SIUD EXISTS BEYOND EXCEPT STAPLES Iw LEG MAY BE USED SECURE CONTROL JOINTO TEMP. DURING INSTALLATION ------- FASTENERS, TO BE SPACED • 1' OG. MAX VERTICALLY-7 j' THIC 9 COAT CEMENT PLAO UA® LAYER 7, FORTFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 11' (VERTJ OIC. MAX AT SUPPORTS WPM LAYER R, STUCCO ~ LATH SMALL BE CONTINUOUS THROUGH JOINTS BUT BE STOPPED M TED AT EACH 61DE. PRONDE 2X4 BLOpONG PER aetn c1069 PLACED PLAT MAX. 6' TO 6' FROM CONTROL JOINT 111•IEN \ CONTROL JOINT FALLS ON ASTEIERS FOR LATH TO BE NAILS OR— STRUCTURAL STUD STAPLES IN COMPLIANCE UV ASTM CIR6s 2, URE TIES TO BE (NO. 16) 00418' UNION / S. BLOCKING SHOWN MAY Be IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN it III MNIN NIINNA ! WIANirNI 'lull O"M" TYPE CONTROL JOINT Ot rta,o NwNo • Pc A OI — NIHib • PT. A T. COWAN • PT. 6 ■ COWAN • PT. C OL FOLD NIMRD • Pr. A 7. CIRIAM • R. 6 FOLD 4 Ol F0.D NIHIO • R. A 2. CONAM • PT. R a. C WAN . OK. C A. POW Pr. O ONR Pr. 6 T" I•f. C TCIGAII pORQ11LMtln Ia RCTTCI• R�NII Yla. T_. REAL FOLD, IE tw ON, OUILOMG PAPER fFR.Y•R cNix) UM LAYER R, 6TUCCO 41111t4pow" aLy) 6A WALL R.AsHm KICK -CUT R.A. (0111 CITAIU MOM WALL M R.AOM AT RorfM a ROCF a 11" NTIINCiaal. NOTE, APPROVED BUILDING 1 RAP SMALL ME LAPPED A MINIMUM OF 6' R VERTICAL LAPS (ROLL ENDS) / 6' R MORISOINTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH PORTIBER SHEATHING TAPE / r naa LM • I7sTAL uTw \ LATH VERTICAL LAP TO BE 1' . METAL LATH UM LAYER •1, STUCCO URIAP ••141P R AP Y / I \ dJ�IL LAY R -2.FFORTIFIBER/ 2 \PAPER. LAP 6cALE,l1/r.r.c. NOTI L SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO PRAISING MEMBERS, THEY SMALL BE TIED BEnMEN SUPPORTS WITH BA41S-M. (121-MM) WIRE AT INTERVALS NOT MORE THAN Y (221-MM). AS PER ASTM CM*3. ® K I C KO U T FOURS R REPAIR OF TEA IN MO LAYER6. TEARS DETAIL MAY OC PATCHED 4WOUSE UUP TAPE PER MAN IP SPEC OR PEEL N STICK m z E 1� ]' THICK 9 COAT CEMENT PLASTER METAL LATH UR IS LAYER Q, FOWIMOER BUILDING PAPER ]AND LAYER'1, STUCCO U RAP WOOD SMEATNMG WOOD STOIC SMEATMMG STUCCO 0YOVIM INSTALL FAISTENElm (CLIPS, - STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 111® LAYER 9. PORTFIBER BUILDING PAPER FETAL LATH 6'x6'SELF-ADMERMG MEMBRANE FLASHING OVER 4 A4' SEI,F-ADFERMG MEMBRANE FLASMMG OVER APPROVED MOUSE URRAIa. PI.A6HN6 TO EXT'E!m ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED MOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHNG SECTION w w p r ofo— wRxplasteranall —ply wi6 ASTM C 928-1 requiromema of ASTM C 828-1Sb. Installation of exterior lathing and aaming shall comply with ASTM C 1083-19., or ASTM 1787. 4'x4' KELP-ADNERNG MEMOR 411 PLASMMG (COMPATIBLE UV MOUSE LL WRAP MATERIAL) OVER APPROVED MOUSE I�U.Ii.4P. EMW, TO EXTEND ONTO PIPE :. P OR LESS PIPE PENETRATION Eft AND OVERLAP ONE SIDE OF— SELP-ADMERMG MEMBRANE FLASMNG STEP 01 WOOD SHEATHING OR CMU WREO LAYER "I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP U7 R TAPE OVER ��ALLL 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS n"L" FLASHING J N.T.S. I PE T �''.-. 6. STEP 61 NETRATION DETAIL ( LEGEND 61x6' KELP-ADFERING MEFbRANE PLASHING /COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADMERMG MEMBRANE FLASWM OVER APPROVED MOUSE URIAP. PLABNMG TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MISMIORANE FLASHING DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER ...... — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR "1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — MAR NOTE: METAL LATH: LATH TO 5E PER SECTION R71031.1 / ASTM C-84-1-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOTNOT MEET SPECIFICATIONS) 'ARCHITECTS Groupin 1441 N. RONALD RFAGAN BL% LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 NOR Z a) V yG R 3 summ ae LoT SILVERADO LOT #3 BLK, #15 0033719 001-03151 �[ODzu "2558-HAWTHORNE GARAGM swsxa: RIGHT PAGO WALL ASSEMBLY DETAILS 150 PH W. B INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1 E EXHAUST. gEty:�iro OF FLASHING TO BE: -X- L BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO 6E SET IN BED h: OF SEALANT AT TOP AND SIDES ONLY. SEALANT 1$ TO BE h . TOOLED $O AS TO DEFLECT WATER AWAY FROM JOINTS. :X:' E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i X JOINT$ AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. 14' CAULKING • JOINT I ALL AROUND PER SECTION R703.7 Exterior iethlno end d98te11n0 BACKER ROD I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. `x XInstallation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' - or ASTM 1787. WRB LAYER -1, STUCCO WRAP I HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER c�TucTION r- —METAL LATH 9' Ct'RI VINYL CASING DEAD W RAISED BM® N,' TO K' MID -WALL ns:ve w-men 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLAS14NG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIF15ER - - - - - 5U(LDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 L58. PER 5Q. 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 F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH , WALL I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT d 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF FAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WIRE, LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 7, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWAT — NO MEMBRANE _ ENTERS BOX, TR APPLY TO FACE EDGE SHEATHING LAYER '4, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRICTICK ' :;��FNIS14 •TEXl1NPOD FASTEN TO WOOD STRUCTURAL MEMBER • 1' OIC. MAX V CM 4 $' TO K' ran-nW&i_ DEEP SCREED E] 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN >, MASONRY BEFORE APPLYING (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP *1 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 $• WRB LAYER STUCCO WRY WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SEMMIRANE GRADE 'D' FELT FLASHING. MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HousEWRAP IL RB LAYER'2, FORTIF15ER BUILDING PAPER STEP *4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) `1TAL LATI,,,Ap STEP '5 STEP #6 (9) ELECTRICAL RECEPTACLE A R C N I T R C T 8 Design Grou 1��. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 0 O a sysa:v a. '7 SILVERADO LOT #3 BLK, #15 03719 0'�-03151 aioa� "2558-HAWTHORNE" GARAG: BMWO: RIGHT PAGIM WALL ASSEMBLY DETAILS 150 MPH . B WOOD SHEATHIN WOOD —� CONSTRUCTION % HAT CHANNEL - 'TYKE 'X• '7L WOOD SHEATH WRB LAYER 9, STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER EXT. WOOD FRAMED WALL WRB LAYER 9, SUS -FLOOR DHCKMG COLUMN SHEATHI STUCCO WRAP WEATHER RESISTIVE WRB LAYER 02, FORTIF115ER PRE-E SAD TAM ` BARRIER 9 BUILDING PAPER 1 THICK, 3 COAT CEMENT UEAT4ER RE616TIYE o SARItlER q BARRIER RESISTIVE BARRIER R PLASTER WEATHER PM16TIYE i' BAF. \ F W 6' SAP. • TOP OF: SCREED BARRIER H THICK 3 COAT CEMNf-� ty PEEL 4 STICK TO SHEATHING BEHIND WEEP SCREED � VARIES I )6'x3' 'L' FLASHING 4P 4' POSITIVE DRAIN ' POSITIVE METAL LATH FULLY EMBEDDED n - -- --- WOOD SHEATHING IN ROOF CEMENT I )4' X 3' 26 GA GALV. METAL DRIP EDGE `�. YW GAP FOR BACKER SET IN FULL BED OF ` EXTERIOR GRADE ROD 4 SEALANT A SEALANT, K' MIN. 6' BELF•ADNEREI DRY WALL _ ; SPACE FROM DRIP '`�FLASHMG LLRAPPED TOP OF WEEP SCREED T14CK 3 COAT CEMENT VINYL CARING BEAD . ; : FACE TO TREX TO SHEATHING BELOW \ POSITIVE DRAM nsw. .n I — mn PLASTER X�LSB..�A2 it,.r: WRB LAYER 9, GAP IN WATER PROOFI STUCCO WRAP NO FIPi (SFIOWN FOR CLARIFICATION OF LAYER (2 LAYER PEEL 4. 4 STICK) 'r w'r'ai"'a SEPARATE AGCE8801tlE8 ONLY) WRB LAYER 4, FORTIRBER I BUILDING PAPER PEEL STICK SELF-ADHEREING '... FLASHING WRAPPED WRB LAYER 9, ' • CORIIER OF CANTILEVER STUCCO WRAP Yv AMICO AM66-WRUC•1S® 1 Y2 4' POSITIVE DRAM CUSTOM CAST BEAD - WEEP SCREED NO GAP IN FIELD — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD (10ADTL.® CANT. A SCALE: 1 t/i'•I'-m' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECfFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD WEN' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CAST BEAD L 11D DRIP EDGE INSTALLATION 9/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CAST BEAD 1�RIP EDl WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER R J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON WEATHER RESISTIVE RI BARER 9 WEATHER RESISTIVE BARRIER 02 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF W PEEL 4 SEALANT, iv MIK STICK • DRIP SPACE FROM GRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER 0FXI V P.T. OR 6rI LATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING LEAD WATER PROOFING lot t WEATHER RESISTIVE LAYER (2 LAYCR PEEL ! ,. DARRIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE SALCCNY DECK TO a SARRIER Q CANTILEVER E 61 PEEL • STICK . DRIP EDGE TO DECK DECK MEMISRADE, EXTEND OVER DRIP Sam FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE •• - SET IN FULL BED OF IX —Al IYs' P.T. OR SIMULATE SEALANT, )S' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS PACE TO TREX Yi GAP FOR BACKE VINYL CASING READ ROD t SEALANT WATERROMWAYER lot PEEL FINISH LAYER (7 LAYER PEEL (BTIOU STICK) WRAPPED FROM 9/4 RESILIENT BALGONT DECK TO HAT CHANEL CANTILEVER THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHW . WREXTIJRED t PANTED SABER 7 FINISH WEATHER RE J' THICK 3 COAT CEMENT BARRIER 4 PLASTER 4' POSITIVE VINYL COIR.@R E1EAD n�P'CREm NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP Il EDGE INSTALLATION WOOD (TREX) FILLER CONTINUOUS Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER Q EXTERIOR COLUMN COLUMN SHEATHI W SAF I Vx3' 'W FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WATER PROOFI lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD 5WEATHI 4• POSITIVE DRAIN name aremm DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER ...... — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/1W ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CAST BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHINCa WRB LAYER 9, STUCCO WRAP 2x FRAMI MENDER THICK 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIF15ER 2 1/2' CORNER BEAD BUILDING PAPER—--,, FASTENED TO SHEATHING • T' O.C. MAX. S METAL LATH S 8 �P �' THICIC, 3 COAT CEMENT WRAP PLASTER WOOD SHEATHI 6'SELF -ADHERING METAL LATH FLASHING WIRE, LAYER -2, POWPI59M BUILDI PAPER 14A CORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE -,1, 2 1/2' 11 CORNER BEAD (FASTENER t SPACING a 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 7Z�CORNER BEAD � BLOCK VIEW FOR CLARITY) UAM LAYER 9, 5TUCCQ, RWRAP WRB LAYER v1, FORTIFIBER BUILDING PAPER_--_. R. METAL LATH THICK 3 COAT CEMENT PLASTER b •SELF -ADHERING FLASHING WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WR5 LAYER F2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER NHL WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND f) A R C N I T R C T$ 6 Groups 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6076 FAX 407-7744078 www.abdesigngroup.eom AA #: 0003325 MEN m 0 y3 R ounDiv. ea EN -A SILVERADO LOT #3 BLR #15 0719001-03151 MODIMA "2558-HAWTHORNE" GAVLAGM BVFMG: RIGHT PAC]& WALL ASSEMBLY DETAILS 150 PH . B J14 GAP TYP i' THICK 3 COAT CEMENT WOOD BREATHING caTO RIM METALPLASTS LATH LE G E N D � IX TRIM MEMBER WRB LAYER 01, • STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 02, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER WRB LAYER "I, BUILDING PAPER) METAL LATH , I STUCCO WRAP METAL LATH x—x—x—x i' THICK 3 COAT CEMENT ! WRB LAYER 02, FORTIF15ER STUCCOYWRRAP W� LAYER M, STUCCO PLASTER I i BUILDING PAPER STUCCO WRAP WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING: FLASHING: 1 THICK, 3 COAT CEMENT FLASHING OR PEELGSELF-ADHESIVE FLASHING I STICK — — — — VINYL ANGLED SEXPLODED a CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO t' CASING BEAD ; = ------------------ ----------------------------------------------------------- - - -- - - -- -J' THICK, DRIP CAP 1 "R(CROSS SECTION) % ' SEALANT PLASTER3 GOAT CEMENT WINDOW FLANGE WIRE, LAYEERUCCOAP i';; ' METAL LATH \` VINYL ANGLED `YT I I OND CASING BEAD i WOOD SHEATHS+r. I I I i WEATHER RESISTIVE a WRB LAYER 4, FORTIFIBER I SARRER -1 BUILDING PAPER WEATHER M610TIVE �� i WINDOW FRAME f i SARRER4 WRB LAYER a2, FORTIF15ER METAL LATH ".:.F. .��; l�x AL SIDING �� \ RUNG RnrG I / BUILDING PAPER THICK, 3 COAT CEMENT +� PLASWNG s ' WEATHERPM61STIVE ; E-Z BEAD VINYL CASING i PLASTERS I BARRIER -1 3� ' STARTER BTRP / ` 1 WEATHER RESISTIVE i (W/3/6' FLEXIBLE PVC BACKER ROD) ; b'SELF-ADHERING J I \I \\ °'DER E I I FLASHING '. ria A6H�AL'D� I i \ METAL DRIP CAP F, GALV'DMETAL zv�A�sair I I Z' R °SH°K' DD Nor cA1aK aR i 7!) RB LAYER SI, STUCCO WRAP, i 111Y�xieau�� RAPPED AROUND FRAMING MEMBER WINDOW FLANGE I I :' / \ I V SELF ADHESIVE FLASHING CASING BEAD ® WINDOW IwYboxD`rR181M°Ie 1 WOOD SHEATHING ( FRAME, W/BAND) `� GAP 2X FRAMING 15C �,, �� MEMBER DETAIL BELOW EXPLODED QAASIDING To STUCCO FOR CLARITY ® BLOCK TO FRAME '------------------------------------------------ ------------------------------------------------- 19 TRANSITION Y4' GAP TYP THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: ; CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-84-1-14a, MIN. 2B LBS. METAL LATH PER SO. YARD (UTILITY OR NOMINAL WRB LAYER 02, FORTIFIBER I WRB LAYER 01, LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER I STUCCO WRAP WOOD SHEATHING WOOD SHEATHING WRB LAYER 02, FORTIF15ER MGYCNO WOOD 0"TRICTION i' 6ELF•ADHERMGAw BUILDING PAPER i WDOD 6HEATHaaG FL WR8 LAYER 01, WEATHER RE616TIVE THICK, 3 COAT CEMENT ! STUCCO WRAP BANNER.1 WEATHER RESISTIVE PLASTER . - i WEAI THIR PM616TIVE /, � \\WMIKBARRIEROVE TO .Tflow. WRB LAYER 02, FORTIF15EROF WRA814114M REllep j WEATHER RESISTIVE , VINYL ANGLED , BUILDING PAPER i'DELP-ADHERING I SAAMORq ; WRB LAYER 01, ' CASING BEAD rLASHM \\ / BAAWER �616TtVE i STUCCO WRAP i METAL LATH VINYL CASING: BEAD i STARTER enaaP (EXPLODED ' THICK, 3 COAT CEMENT I I � � a+W h' WIDE PEEL < STICK VIEW FOR PLASTER \ aft y WINDOW FLANGE OVER FLANGE CLARITY) GN.VD METAL WEATHER WEATHER 11E616TIVE 'r FLA6HMG BAR WR -1 TO LAP i I u►3' X W *"A -AT ER E-2 BEAD VINYL CASING I orMzµrL� TOP 2X FRAMING (Wl%' FLEXIBLE PVC BACKER RO0J, V E-z eeAD VINYL ca6xaG Y' x i' 6M'uLrlffiA�e D MEMBER I" � npt I%0 LE PVC / ula6E TRR7 HWFW4Ga -APPLY FULL BED OF SEALANT BETWEEN ; CASING BEAD Ce? RAISED y7HpR \ I ' ''`"°"n'° RIG FLANGE t BUILDING WRAP FLA6HIMG \ 4MNT 1'LIB�TER `. ":'. OR APPPWYEOAP � T `'�`. WRAP ; 8��BAND (FRAME) T ER �s16nvE -. e A�� ILL's16nv@BUILDING ALE: 11/2'* I'-0' WEATHER RESISTIVE E-z oEm vom eaew� 6AMNER -2 (WAi' FLEXIBLE PVC SACKER ROD) SIDING TO STUCCO ER�616TIVE EZ BEAD WINDOW CASING ® FRAME TO FRAME r16 TRANSITION 1y mmmN A R 6 N IT Be Ts Design Grona. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 anmr. sysnn►. a.:.oT: SILVERADO LOT #3 BLK, #15 PROJECT 03719.00I-03151 1tODEie "2558—HAWTHORNE" GARAGE 8VnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EA. B INOUNIM CARE SHOULD fiE TAKEN IN I�EPINO THE VENT PROPERLY ALIGNED. VENT PIPE IS SEALED IF U UZEO. NAIL IN PLACE SHONN IN I' GALVANZED USING 1-t/�' NNLS AT EACH CORNER. ROOFING CEMENT SHOLLD EEA IEDTOALLSHINGLEEDGESIEMTHE WTER EDGE AND AROUND THE EN IK PEPoMET?R M CUT WTTHE GOOSENECK VENT OPENING IN THE ROOF SHEATHIW.SIZE THE OPENINp IN ACDORDPNCE wTM THE RECGAMENDED IN SEVERE NEAIIER COASTAL CONSMUCTIONZONES. CHART SHONN. IN THE EVENTA MECHANICAL VENT FAN IS USED,SIZETHEVENTOPEN" NAC OANQEVATH VENTFAN M"FACTURES PIPING WMVEC INSIRUCTON6. OO NOT CUT INTOTRUSSES OR RAPIERS NAIEN OJ"W T-IE O�PENMgNG IN TIE ROOF. INTERFERING SH WLE WIAi MOUNO TIE �° PERIM. OF TE OPENING SO TMT TIE NAILING FIAHCE OF THE VENT LAYS FLATTO THE ROOF SIIEATMNl SLIDE THE TOPAND SIDEPL —OFTEVENTUPANDUNDER ALLOWTE S H. OTTOAt VENT ECHOES TO LAYGJ I T THEE TOP TOP OF THE 6HINGLES. •�o ROOF HOOD VENT DETAIL E, NTS I CUT "OUSEWRAP- AT 49' ANGLE y MODIFIED',• Off N NOUSMAI.AIP LINE Q YSFIDQU OPEIFtl \ _ APPROVCD ER NOUSELLRAP OVSNEATNN6 OVER LLD STUD "ALL " STEP 1 AT EXTEND FLGSHSIG MIN ,•BEND MLL \J/` RMIJOLE FLASHING DO NOT SEAL BOTTOM —� FN STEP 6 TIOMPORARIIY — FOLD-LF• A SECURE HOLISM~ (OR TIIOC FLAP RIDER) at HEAD FOLD IN AT J� SLOPE NLL RO, TO EXTWOR— \ STEP 2 INSTALL S'— OW-ADHERNG FLASHING OVER VNYL HEAD DM'B) NAILING FLANGE INSTALL VSM CAP STEP 7 PIPE AND OVER FL E ALIGN MASHING SILL MO. MECHANICALLY FASTEN FANNED EDGES (CAP NAILS, STAPLIEWJ INSTALL DLP40W FLE)GRAP AS TF FLASIRtl AT TWO PLUMBING VENT DETAILS ,N IPPLY 46• NOtI I@ITnLOW BE F SEALANT AT AMES AND HE) IPPLY TO BAD SCOLD NAILING LAMM N LINE LIE-PRIGlD TOLES OR SLOT NON ADHESIVE - :XIBLE FLAMING VCR DRIP CAP ECTO-~ EOSV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS W VADE VALLEY FU 6(S OR HEAVIE UWERIA -� MP—T ROOFING CEMENT NO FASTNERS WPIHIN T OF CENTERLNE XTRA FASTERS IN ENOOF SHINGLE %LEND ENp SHINGLE AT (EAST IY BEYOND VALLEY CENTERLINE 1"CLIPPEDOFF CORNER AT OS DEGREE' �SMNGLE LEYCENT MINE FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, N APPLY OM H211 (OI EOALAL) SEALANT . IENclow M JOINT. FLUID APPLIED MAGNIM (LANCO IGNITE -SEAL FIC-a OR EOLALA SLOPE SILL TO EX L IT 16 THE CONTACTORS RESPONSISILTY TO YMP IPY THE COMPATIBILITY' OF ALL PRODUCTS WAAJOM HOUSEYRAP. SEALANTS ESELF-ADNERM FLASNNG MATERIALS USED 01,01111G CLNSTRCTION. t. INSTALL ALL MATERIALS PER MANFAG7UIlRS SPIrrEN "CFICATIONS, SCALAWS MAY REACT ADVERSELY F NOT COMPATIBLE. CLEAN AND SEAL JAMIS TO SILL JOINTS WITH DOW IM FOLLOWING. COMPLETION OF EXTERIOR RETROFIT WORK REPPAIR SCHEME SHOW SHALL 15E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH ALANT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS lP A It C N I T L C T 3 6 „Design PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003326 q Mill y� i s O aysiuv. L!e LOT SILVERADO LOT #3 BLK, #15 03719 001-03151 moDum, "2558-HAWTHORNE" oARAGS 8WZNG: RIGHT PAGO WALL ASSEMBLY DETAILS 150 PH %P. B 2x6 SUB-BANb W/I'x4' NOTCH Q END, WRAPPED IN PEEL 4 STICK METAL FASCIA DRIP EDGE �J& I� 1/8' TEXTURED I FINISH ® WOOD I �� 2x6 SUB 5ANC 1/2' TEXTURED FINISH ® CMU / �\ METAL FASCIA WRAP Ye, FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� �11 ©FLAN B VS' TEXTURED FINISH • WOOD, 0' TEXTURED FINISH • CMU METAL LATH I `—WOOD SHEATHING OR cm WRB LAYER h, STUCCO WRAP(FRAME ONLY) WRB LAYER 4, FORTIF15ER BUILDING PAPER (FRAME ONLY) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ©FLAN A ROOFMG CEMENT DRIP EDGE METAL KICK OUT TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH * CMU I- 2x6 SUB -BAND W/i'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS V-8' O.C. MAX. 2x SUB -BAND UJ/%'x4' NOTCH a END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x ; . x x x it x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X x x x x x x x X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x SUB BAND DETAIL 0 WALL WZKIC K-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM Or - DRIP EDGE 2x SUB -BAND W/I> 'x4' NOTCH ID END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM Or - DRIP EDGE 2x SUB -BAND W/116'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY A 11 6 N I T L 6 T 8 6 EMS" 0r,�. 1441 N. HVHALU NW ' N l3Lvu. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003325 J �ennn, MO sumiv. aLOT. SILVERADO LOT #3 BLK. #15 0 371 11-03151 MODEM& "2558-HAWTHORNE" GA1tAGZ 9WING. RIGHT PAGIM WALL ASSEMBLY DETAILS 150 MPH W. B nn,n� „ /_v.< 1 SCALM: 1/4-=1'-0- 1 WA6 73'-&' 4" 53'4" 20'4" 10'-10" 20'-1" TA" 6'-11" 28'-B„ 25'4" 5'-0" 23'-0" TOP OF 1.1 SLAB Ell II—III III—IIIIE Y — — — — — — — — — — — — — — — — " — —c� — 4" CONC. FM-t6X18 c -7 1 FM-18— FMC-16X18 1 SLAB 4 1 J 1/2 , 1.1 +2 w iu7� I 2 TE-+ 5 2'-8" I �I 4 m ,., �I ao I v ILL I I I I 4 I q 1 V-0 L — — — FM-16X18 CHASE— — ` -5 1/2" I SLOB pE 2" X lllllv •31/2"+I �+ I m I A I �I 3 1/2" 28'-7" 6' 7" SLOP �' — — — — -1 m Si Lam;, I PER FT. I X PER FT I I EXTEND 1 4" CONC.. 1 J I q o I Ix 0'-0" m SLAB 11/2" I I SLAB 31/2'1 �---J I 4 4 S' N TY OpOF SLAB 9-0 — t3'-0" w 4" CONIC. I _ 3 2 H' SLAB �JFM016X18Illij 1.t — 4 III— =i N CWC12Xi2 — n EXTEND SLAB 1 1/2" EXTEND I-- to 3'-4" TA" SLAB 1 1/2" N yx 21 r FM-16X18 x N — — FM-i6X18 t — �1 iq I 1.1 73,_8„ o, 4 II i" PVC CHASE I FOR ELEC. 0 o II� ISLAND 18'•2" I3 1.1 K + 1.1 ,.1 — — — — — ur — F M_7 8 X 16 — — — — — — — — — — — — — — — — — f M_16 X 18 — — 6'-0" O/C MAX., TYP.,UNO 3,4„ 30,_9„ 32,_9" 8'-2" 1 66'-10" 75'-0" SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. SHORT LONG AVARIES FM-16x18 16" CONTINUOUS 18" (2)#5's - FMC-16x18 16" CONTINUOUS 18.1'#51N CURB CWC-12X12 12" CONTINUOUS 12' (2) 's (2) 's TEA 8" SEE PLAN 8" - (1)#5's #51N CURB F-24x24 24" 24" 12' () 's 1 (2) 'S 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 +4-0". 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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND MATH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. i 1.OINDICATES #5 BAR, OINDICATES #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 (05 = 30", #6.361, 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 MAR, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-15, 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 j OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR WWIM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION A R C N I T R C T I GrIN 11n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 E a ounDIv. AC LOT: SILVERADO LOT #3 BLK #15 PROJECT 03719.001-03151 MODEL: "2558-HAWTHORNE" GARAGE BWD40: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B 2 n.� 0% Dw� 3/01/21 SCALE: 1/4"=1'-0" SHEET S1 MIN. EACH WAY MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED I. — CELL SEE PLAN FOR SIZE AND 3 p; Ii CELL SEE PLAN FOR SIZE AND > ° JF IL SPACING REQUIREMENTS I. SPACING REQUIREMENTS v_ t W �• < W m Ijj 11vs' pU,, FCORNER 8" CMU WALL O 8" CMU WALL BAR., SAME SIZE AS LARGER BAR I O ro g Z U-0" ° el IN FOUNDATION WITH 30" LEG EACH B. I�I{�,JI� WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB (...l "I SO THAT THE STEEL REINF. IS CONTINUOUS Y MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB4 SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA CHAMFER (1 STORY) ° PORCH - 1 IES o SEE SLAB SCHEDULE TOP OF GARAGE LLCONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/1?'ISOLATION6 gAND CHAMFER(2-STORY) #3 16" EXT. SLAB W/ VTISOLATION 4"CHAMFER(1-STORY)JOINT ' 6' CHAMFER (WHERE zEE #4 24' SCHEDULE 30„ JOINT(WHERE • (2-STORY)APPLICABLE) • ^ • EE SCHEDULE WXD, BAR SIZE APPLICABLE) Z 4,WHENTRANSITIONS FOR WxD, BAR SIZE ARE MADE FROM FOUNDATIONS HAVING Iv BAR QUANTITY 36 AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO #7 4Z' N EXTERIOR MONO-FOOTING (_,_'WXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 L scALE:3/4"=r-a' sCALE:3/4"=r-a' GARAGE CORNER BARS DETAIL g SCALE. 3/4"=1 -0" LP TOP PLATE A MIN. OF 48" GARAGE DOOR AND NAIL W/ 16d COMMON RECESS NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT W LAP TO OCCUR OVER STUD OF WALL W/ PLAN g j Lu W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP W N O 0- I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI S U NEW REINF. BAR p a SECURED W/2- PART SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP 12'k9' WEDGE ANCHOR W/ 7' CURB FOR MASONRY 2" CAPPED a g EPDXY. MIN. EMBED WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/2" EMBED. MIN. C 16" OC UNITS SET GALVANIZED PIPE S 8", UNO SIMPSON SPH4 OR SPH6 MAX. `- 7�p. AT ES W/FLANGE @ BASE < O FOLLOW ALL MANF. BTM AND TOP PLATE x K SPECIFICATIONS FOR ANCHORS W! tod x 1 1/7' o = USE AND I COMMON NAILS FILL ALL F- 4„ PREPARATION OF HOLES, DO NOT USE 10d W HOLE. k— x 3" SEE SLAB SCHEDULE SECURE FLANGE TO Lu Q SLABWI(4) X21/4 " o.} TOPoF RECESS AROUND GARAGE CONS SLAB OPENING (D2D0q0qR 4" CHAMFER (I-STORY)•e a �—"o . ' SCALE: 34'=1'-0" 6" CHAMFER (2-STORY) x, EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY LP TOP PLATE A MIN. OF 46' ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL ANDNAIL,COMMON OIC BTM. VERIFY HEIGHT NAILSS, 4" LAP TO, 2-ROWOCCUR OVER STUD OF WALL W/PLAN 7 SCALE: 3/4"=1'-0 (W� UPLIFT) 5 BOLLARD 6 MONOLITHIC FOUNDATION Zx4 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/tOd MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL P LTOP PLATE A MIN. OF 46' CONNECTORS NOT AND NAIL W/ 16d COMMON REQUIRED WHEN NO NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED N UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD - OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND W SPACING REQUIREMENTS SEE SLAB SCHEDULE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z < WALL W/ SYP No 2 STUDS SEE +- 0'-0" PLANS FOR SPACING. SINGLE _ `Y Q. TOP OF SLAB BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL , PROVIDE DBL. TOP PLATE i6'O/C STAGGERED. Q W �_ °—a�'- ADDITIONAL METAL m U ' CONNECTORS NOT -� REQUIRED WHEN NO cr (L n • a ° UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) EQ. EQ. EE SCHEDULE 8" CMU FILLED CELL (TYP.) ,r0: FOR WxD, BAR SIZE • - TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING AND BAR QUANTITY +a' SEE SLAB SCHEDULE 10131A.SIMPSONSTB2BOLTS5" INTERIOR CURB FOUNDATION WOOD WALL TOP OF SLAB - -a° Z MINIMUM EMBEDMENT INTOSCALE: PAD GROUTED CELL, 4"FROM ENDS AND 3/4"=1'-!Y'"ISOLATED"COLUMN (NO UPLIFT) CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH V 16'O.C. VERTICALLY MAX FOUNDATION AND SLAB SEE SCHEDULE EDULE FOR WxD, BAR SIZEBAR SIZE AND BAR QUANTITY UANTITY B' VARIES S. * 3 INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3' NO UPLIFTFOOTING (NO ( ) 01�0 AND COL. PAD PAD BLOCK WALL CONNECTION I ac SCALE: 3/4"=V-0' IL nlxsw"r. M�� L u SHOWER RECESS FOOTER 12 SCALE: 1 "=1'-0" A R C N I T R C T 1 6 G esi 1n 141 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.eom AA #: 0003325 8 G) O 1 sUDDIV. ee IAT SILVERADO LOT #3 BLK. #15 PROJECT* 03719.001-03151 MODElr "2558-HAWTHORNE" GARAGE 8111IING: RIGHT PAGE: DETAILS V.150 YRH E B 8 C PRINT 3/01/21 DATE: SCALE: 1/4"=1'—O" NKEET IL S1.1A A A C N I T A C T A 66'-8" 60'-8" 54'-8" sn 44'-10" Grouono. 40'-10" 37'-11" 1441 N. RONALD REAGAN BLVD. 364" LONGWOOD,FL32760 PH: 407-774-8078 30'-7" FAX 407-774.4078 26'-8" www.abdesigngroup.com 21'-4" AA B: 0003326 15'•8" 10 b LA Eil W. 0 in 4'-0" 14'-8" 3 4„flu N 8'-2�� 3.0, Y G V 4 7,_0„ IIG 4 0 0 4,_0„ 22'-0" 14 14 I f�11 28'-0" 33'-2" 34'$�, 40'.8" 48'-8" 52' 8" 58'-8" 63'-10" DOWEL PLAN SCALE: 1/4" - V-0" C Pi v BVHDIV. dt LO SILVERADO T: LOT #3 BLK #15 PROJECT 03719.00 -03151 1[ODEL• "2558-HAWTHORNE" RIGHT pwaE: DOWEL PLAN 150 MPH B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM k VARIES PER ELEV. — Z_ Q CLEAN OUT REQUIRED w - FOR INSPECTION TIJIERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA Z� #3 18" O #4 24" #5 #7 42" HORIZONTAL/VERTICAL ,, REINFORCING � SCALE: 314"=1'-0" A Z OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 ,g METHOD #4 24" HORIZONTALNERTICAL #5 30" REINFORCING # #7 2 42" SCALE: 3l4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS I A R I R IT er r,rDes�on wnmwwv, rL.11— PH: 407-7748078 FAX: 407-7744078 www,abdosigngroup.com AA #: 0003328 y� N O R a a SvBDM as LOT SILVERADO LOT #3 BLK #15 PROJECT 03719.001-03151 MODEL• "2558-HAWTHORNS" GARAGE OWING: RIGHT PAGE: DETAILS 150 tRH EXP. B GENERAL NOTES I.)COOES 11 FLORIN BULDINGCODE7UEOT,2020RESIDENTIALSECTro7ER40226R606. 1.2 FLORIDA BULDINO CODE, 7NEDITION, MO WILDING. SEC11CN8111012 A 2107. 13 BUILDING COOS MWWMENT3 FOR REINFORCED CONCRETE 00 31614). 1.1 BIAIDING CODE REQUIREMENTS AND SPECIFICATION FOR MABONRY STRUCTURES (TM. 402/BM-187 iS AMERICAN SOCIETY OF CML ENGINEERS MIMMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (AECE 7.16). 2.)CONCRETE. 2.1 CONCRETECOMPRESSIVESTRENGTHAT2BDAYS: 2.1.1 PRECAST WSTANDMD REINFORCEMENT�000 FBI MIN. 2.12 PRECASTWIPRESTRESSREINFORCEMENTR000P81 2.1.3 GROUTPERASTMCM-3000PSIWMAX.WWAGGREGATE,6'M11'SLL P. 2.2 REINFORCING BARB: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME ONFABRIGl1ON STEEL IN LINTEL A (GRADE I( 22.2 STEEL IN LINTEL (GRADE 40). BLOCK (PlACEO IN FIELD) ASTESS S A61Y.1(G W A41 ). 2.4 PRESTRESSSTRANDSASINAODD7OWRE,STRESSI3114.D 2T0 KSI 2.6 DETAIL REINFORCEMENTIN ACCO COMPLY WTH A 31614. 2.6 DONCRETIPE OPERATIONS STALL COMPLv WiN Ad STANDARDS, 2.8 D1.9 WRE PER AS1M A106YA1064M 3)MASONRV: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO MW C40, NORMAL WEIGHT WTH MINIMLM NET AREA COMPRESSIVE STRENGTH 2O00P81. 3.2 MORTAR SHALL CONFORM TO ASTM 0.270 TYPE'M' OR 1 3.3 FULL MORTAR JOINTS ARE REWIRED 3.4 MINMLM AGGREGATE 21LOAY COMPRESSNE STRENGTH ON CMLI AND MORTAR SHALL NOT BE LESS THAN FM-2000 PSI. MASON STRENGTH SWILL BE ESTABLISHED BY THE -T STRENGTH METHOD' ON, ALWRNATNELY, BY THE'PMSM TEST METHOD' WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRIICTURAL: 4.1 SAFE LOAD VALUES ME BASED ON LINTELS HAVING A BEARING OF W(07H A MINIMT.M ACCEPTABLE BE NO OF 4' MR FLORIN BULDNG CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7 EDITION, 20M BULDNG, BECTION 21(NA 42 SAFE LOAD VALUES BASED ON RATIONAL DESIGN AWV.YBIS PER ACT 31 4 AND TMS 4 16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATINO MAXIMUM RESISTING MOMENT AND SHEAR ATE DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4,4 FORUNTELLENGTHATSJG'ORGREATER,VERTICAL CELL FILLED SMIDWTHOROUTAND MIMMLS OPE (1) K VERTICAL REBAR IS REDURE PM EACH END OF THE LINTEL. 65 LINTELSTINO W REMOTER UNTIL I DAYS EMSPMUT PLACEMOJIOEDTEMPORARY SIpPORf, 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" HDG 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" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK a a DEBC&ION REMARK Qj (2) 2X8 ---------,NF--------MB----------------------------------------------------------------------------- 8F16-1T/OM/OB i 81`16-1T/OM/0B 8F16-1T/0M/0B 8F16.1T/0M/0B 8F16-1T/OM/OB LBW I ♦ ♦ - - - - - - - - - - - - - - - - 1 i 1 � 1 ♦ 1 ♦ 1 i 1 BF16-1T/OM/ B 8F16-1T/0M/0B 1 1 1 ---------------------------------------------------------------------------------------- 7'-0" LIFT BEAM PLAN SCALE: 1/4" = 1'-0" A R C N I T R C T 8 6 Design Grou .- . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 R o� i.1 O 1 atMDXV. & LOT SILVERADO LOT #3 BLK #15 PROJECT# 03719,001-03151 MODEL: "2558-HAWTHORNE" GARAGE SMNG: RIGHT PAGE: LIFT BEAM PLAN 150 MPH E . B IF NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9"x8" m 11Ki 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGLA * IGHT REINFORCING (L2) 4ETHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16" CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEELJU1#5 ID5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. e„ , / 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *=�c VERTICAL REBAR W/ 10" HOOK 9 �,\ �� ;S - FG 8x16 DBL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE •\O�� G 8x8 BOND BEAM TOP OF • OQ�GN\� W/ (1) #5 BAR .` BOND BEAM 30" TYPICAL � F FILLED W/ GROUT I .��.0 U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF WS, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 �/c A 16-1 T/1 B 8x8 PRE -CAST CONCRETE PO!�FNOMINAL—�� LENGTH OFIBARB WIDTH OF MASONRY CORNER 0 OPENING Q HEIGHT #OF#5'S,TOP BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n THAT XFXX-1T/lWOB INDICATES ADOUBLE BONDBEAM #OF WS, BOTTOM Bx8 PRE -CAST CONCRETE L SCALE:34"=1'-tl' REINFORCING OF BOND BEAM 1 AND XFXX- ITOMOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER SCALE: 3/4"=1'-tl, IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX -1T/l MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED oo LINTEL OF OPENING AND XUXX-1TOM)OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1J/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN PRE -CAST tki 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL g SLOPE SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 I/1V' FROM EACH END AND 18" 7 O.C. MAX. MIN 1-1/4' 0+ 2� M EMBEDMENT 0 _ Zx8 (MIN 2X3)23/16 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 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 1/4 O.C. MAX. MIN 1-EN MIN. 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:1 1rz"=r=a' S SCALE 34"=1'-0" v PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I a SINGLES CORNER p" BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM ��F JJII 0 II I II / Bx8 CMU PIER MAR W/ SINGLE OR DOUBLE REINF. BAR(S), FIR OVIDE #5 BAR AT EACH SIDE 1R SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE 11 ,, LINTEL. CHANGE IN //IfUly ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" �� SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" A R C N I T R C T E gou .41 N. RONALD REAGAN BO LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774.4078 wwwabdesigngroup.com AA #: 0003326 i4p G 1 SUDDIV. & LQT: SILVERADO LOT #3 BLK. #15 03719.001PROJECT*-03151 MODEL.• "2558-HAWTHORNE" GARAGE evnNG: RIGHT PAGE: DETAILS 150 MPH KXP. 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.$ = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (I1) WH, REINFORCEMENT STIRRUPS REMARKS B7M. TOP MID SIZE SPACING LOADSGRAVITY & UPLIFT SAFE RECESS DOOR HEADER LOADSGRAVITY & UPLIFT SAFE 8"X12" RECESS DOOR HEADER MEN mm GRAVITY8"xB" ! 8"xl6" RECESS DOOR HEADE ! - 8"x32" RECESS DOOR HEADE 0 HEN Imo® f3iRiR{R�R' ��RIS:7 0 ��v� 60 0 �m®mt�i�mmmm ®��R��mO� RPrl�mR;7�R�Rl�mOm ®��000 R�®RliPE�iR�R�R1E�mR1�R1 ��mR��R£7��® ��R3•SfR�R��RE�RIORIDRI A R C R I T E C T R GrpoPusI �n to 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA k: 0003328 OHII EtL7HDIV. as LJoT: SILVERADO LOT #3 BLK. #15 PROJECTIP 03719.001-03151 MODELS "2558-HAWTHORNE' GARAGE 191WING: RIGHT PAGE: DETAILS 150 MPH EXP. B M _W M ~" a a a a < a a a a a a a a U U a oil CJ3T I — CJ5T U N II N EJ7T ... RIDGE N EJ7T CJ5T I I N tl N CJ3T I t a P'' x 41 II p7 EJ7 EJ7 EJ7s=�= I EJ7 I EJ7 1 I EJ7 I I EJ7 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 2X SCAB 44" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS EJ7 ®" e 10d NAILS STAGGERED 4" ON CENTER EJ7 = ® e EJ7 CJ5 N CJ, N 11 II N I A h 'IA a II p i i h 11 tl 11 N N N N N 1 11 I N p I X N$N N X N N 11 N 11 II n N N 11 n 11 n N X �� II N u 11 p I 11 N II N 11 N NaI N N N N N 11 11 II 11 n N — 11 N 11 11 11 1 11 N N NW�N N II N N N N N x 1 11 Na~N N 11 N N Its 11 n 11 N 1 11 N N I x II 11 N n It p N N N n 11 N N I n x N 1 n N x e N n N n n N II N u N 11 N u N 11 H N I n II - R-. 11 N N N 11 N 11 N 11 N 11 11 N N N 1 11 — N N N u u N-II x N n n n N N II n Y N n n N N n N n n u N N N n 1 Iu n N n n n N N N n N 1 u n n N N n �Innc nn p 11 N. N I IN 11 II 11 N II 11 Nia � N it B II N u FRAMING PLAN SCALE: 1/4"= V-0" ,A M I IInpII w m_ IIIII' IIIII' ,1 I II 11 q 11 11 n y M 11 If It 'ppI_� II NII I �ppppl I n o f iu ;i n N IIis x CJ, II x II CJ3 esa� I CJ5 =eeeaa::� ,A EJ7 I i EJ7 GR Up CJ, JN =I I CJ3 ® a CJ5 i e eaa= a eee=>i EJ7 II EJ7 E,17 II EJ7 ti�A I el II CJ5 n CJ3 CJ1 I I�:1,7■i�la� i �0 � I ,o I FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H,QA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN I$ 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 WTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, I TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES 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 6' FROM THE CENTER OF THE COLUMN. A E C N I T E C T 8 Growl �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.00m AA #: 0003325 k e� G BUDDIV. & I.OT SILVERADO LOT #3 BLK #15 P1tOJECT# 03719.001-03151 MODEIt x2558—HAWTHORNEx GARAGE BWMG: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B 11) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) led x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) led x 3 J' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 17' 0/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4'', 6", 8" x 4'-0" 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 C 24" WC, 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 1 B 1 C TYPICAL TRUSS/ GIRDER CONNECTOR(S) S°A` BACKIR BLOCKVMESS 3/4" WOOD PANELS E (2)1/2" WOOD PANELS (2) 12" WOOD PANELS 2x LUMBER C 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (91) 10d. 1 }'NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVAL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x N-W MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 11__A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS }'x 2 Q' TO GIRDER 341) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HO TO CMU AND (18) SOS }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) led GALV. COMMON NAILS. (2) Q" x 57ITEN HD TO CMU AND (18) SOS �' x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' 0/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) AL / `- # 1100 UPLIFT SIMPSON — HTSM20 W11010d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/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. 7COVER S 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1' a' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d C EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-a' O.C. (AT SHEATHING BACNBTa= Sam TIIICIDE86 0'4" TO 30'-a' (1)'XC BRACE SEAMS) LSTA12 20 GAUGE 4500 3/4" WOOD PANELS 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE W/ 1Gdx12 HDG COMMON NAILS. C EACH END TOTAL OF 10 6000 (2)1/2 WOOD PANELS 6'-0" MAX (W/1X4) (1) X: BRACE DI CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' 60 (2)12" WOOD PANELS 2R 10'-0" MAX (W/2X4)� FROM CENTER TO END. WASHER SET IN HIGH 90 2x LUMBER 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37, OC 1x4 DIAGONAL MAX. LVL/IJOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BACKER BLOCK BRACING, SEE P.T. PLATE W/ 12d's 8" PRE-ENG IJOIST PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/7' HIGH o U a MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W! STRENGTH CLG. BOARD iV a REQUIRED (2)10d's C EACH TRUSS SECURE 1-JOIST TO TOP PLATE TO BE INSTALLED C W/ (2) 12d TOENAILS BTM. CHORD OF 10'-a' O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING HTT4 W/ 5/8" A, B. WITH SEE SCHEDULE FOR MIN, T' EMBEDMENT BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18) led x PLANS FOR SPACING. SINGLE 2-12" NAILS TO POST., I Tom' BTM. PLATE TO BE PT. POST TO SIT DIRECTLY PROVIDE DBL, TOP PLATE ON SLAB PROVIDE BLOCKING 1/2" GYP. WL. BD. r,_'�I-JOIST CONNECTION @ L.B.W. `* !_E:3a"=r-a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. — PLATE DEPTH 1/4'0 —HOLE EDGE >5/8" —HOLE DIAMETER <2/5`D SGL. STUD HOLE EDGE>5/8" HOLE DIAMETER < 3/5'D DBL, STUD STUD NOTCHING (AND BORING LIMITS 8 scALE:1 vz=r=a' i LVLM/OOD POST CONNECTIONS 5 SCALE: 3/4"mV-0" A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) i6d GALV. COMMON NAILS AND (8) led GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) led GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS Wl (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 6' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <48DO 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 HGUS283 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 1x4 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)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 V EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 112" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD m LAP A MIN OF 4'-a'. 3. ALL BOLTS TO HAVE WASHERS IIo 4. EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILT] PAPS SIMPSON TITEN 114" (2) _ PT DIA, x 3" MASONRY SCREWS MAY BE USED, en ec.-1. ocni uoc...T LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACBIG CENTRALSPACNO A DOUBLE 2x8 12" 8" Oic 16, O/C B DOUBLE 26 3/4" 8" O/C 24" Or C DOUBLE 2x10 12" 8" O!C 16, O/C D DOUBLE 200 314" 8" O/C 24" O/C E DOUBLE 200 3/4" 6" O/C 16, O/C F DOUBLE 202 W4" 6" O/C 17, OIC S WOOD LEDGER DETAIL SCALE: 3/4"=T-01' BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BCALE 34"=,'-°" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: A k C N I T L C T= G Wol n 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003326 Pi 44 h. O IN 1 SUBDIV. ae IAT: SILVERADO LOT #3 PROJECBLK. #15 T1p 03719.001-03151 I[ODEL, "2558-HAWTHORNE" GARAGE 8111ING: RIGHT PAGE: DETAILS 150 MPH/W. B 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION — BLOCKING SECURED TO WALL W/(6)3/le" .4 TAPCONS 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0" DBL PT 26 BLWNG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d C 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION 'IyuO 9 O PER ELEVATION 11 2x4 P.T. CEILING — NAILER W/ MASONRY NAILS @ 17. O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 7' LONG @ 3" O.C.; NI STAGGERED OFF CENTERLINE OFF 2x6; 314" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT MI AT 16' O.C. AND 8" FROM IM END W/ MIN 5-1/7EMBED. uI FLOG ,iel4 NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE 3/4"=1'-0" PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x6 PT. PLATE TO BLK- W/ 1/7' DIA. ANCHOR BOLT WIZ' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX SIMPSON H6 W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (8)8d COMMON NAIIS EACH END FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/7' HDG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2x STUDS PER PLANS FLOOR DECK 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d NAILS C EA. END 2x4 BRACE C 48' O.C. w/ (5)12d NAILS @ EA. END 8d RING SHANK NAILS @ 4" O.C. MAX INTO BLOCKING PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 @ 3Z' O.C. MAX. (VERIFY W/ TRUSS PLAN) NOTE: DBL PT 26 BLK'NG BETWEEN TRUSSES W110d @ W O.C. 1ST PLY INTO LEDGER AND 10d @ W O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN 1 MI #8 WOOD SCREWS �M x 7' LONG @ 3" O.C.; :IIINII STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS II I NAIUNO PATTERER N i PRE-ENGINEERED WOOD 1X2 FIRESTOP FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL STRUCTURAL SHEATHING MUST NOT BREAK WITHIN V41" MIN. FROM 2NO. FLR. LINE 16d NAILS (9 8" O.C. MAX 'SEE SCHEDULE FOR SEE SCHEDULE FOR BOND BEAM RED. BOND BEAM REQ. SECTION DETAIL AT PARALLEL / PERPENDICULAR �rPRE-ENG FLOOR TRUSSES SCALE: 3/4"=T-0' PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-0" STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A-SIMPSON MTS12 U <990 LBS W/(14) 10d GALV. NAILS. B • (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" y 4. 2x STUDS PER PLANS 2x4 CONT. W/ (4) 16d NAILS C TOP OF FUR TRUSS (TOP 2X4 SUPPORTS BT. PLATE OF 2ND FLR) FLOOR DECK 2x6 CONT. W/ (8) 16d NAILS C BT. OF FLOOR TRUSS (ST. 2X6 IS FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 @ EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE-ENG ROOF TRUSS 518" GYPSUM BOARD OR 1/Z' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d 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 1/7GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 1/2'1c9' WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 5-1/7' EMBED. MIN. @ 16" OC MAX. HVVY IKUJa 4x4/4x6 SYP NO, 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • o• :a : 10a TRUSS/WOOD POST CONNECTIONS 10b 10c SCALE: 3/4"=1'-0' TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U <990 LBS W/ (14) 1Od GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HOU4 U <4565 LBS VGT TO TRUSS W/ (16) 144 6--SDS, (1) 5/8- AT.R. TO HDU4 AND (10) 1/4" X 21/7' SDS TO POST A R C H I T! C T 8 6 G I In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom L AA #: 0003326 a� 0 aF BUBDIV. de LOT SILVERADO LOT #3 BLK. #15 PROJECT 03719.00 -03151 MODEL: "2558-HAWTHORNE" GARAGE sWMG: RIGHT PAGE: DETAILS 150 B W111121 SCALE: 1/4"=1•-0" TRUSS CONNECTION @ L.B.W. Um SHEET SCALE: 3/4"=1'-0" A88 - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C_ SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T FOR ASPHALT SHINGLE ROOF, USE MIN 7/19' STRUCTURAL SHEATHING EXP 1(24/16) or 15/37' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37' STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd 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 STIR. SHANK ASTM 8d RING SHANK, 170,000 RING RINGS 67 6CREW SHANK M...TENSILE PER INCH) RSRS-01 Sd RING SHANK,PNEUMATIC F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd 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 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 8d NAILS ON' O.C. ON EDGE AND 6" O.C. IN FIELO ZONE 2e, 2n, 2, 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: Sd NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES a ZN w =U' w z 2 W O z� K l........... I TYP. EXT. SHEATHING ATTACHMENT GABLE. ENO A`HPI O qp RAFTER OR TRUSS ROOF SHEATHING 9° 3 S m BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 016" O.C. FIRST 4 BAYS W/(2)12d. NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS 0 6"-8" O.C. MAX 0 EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YH', 3/4" 1 &U JUUtLUUH U[UKINU ULUtU I U ALL tAF'UJtU MtMBtKJ n FL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTON 912E TYPE t3PAdNG REMARKS APPLIWTKNJ 81ZE TYPE —ONG REMAINS 1—TFURRINGTO CASE HAADENEONIL GAPAGEOOOn BUCK 1l4"DIAL TA—NMASONRY ttrs' EMBED..4"END—, MASONRY ICONC WVL1 tlM LONG. 90IC TO MAWNRY,CONC. NO WASHER FASTENER II—DOE-T. SGO AL EXT. dJOR6 CASE HWDENEDCgL S'OIC WINTOMAIIORl FASTENED GARAGE DOOR BUCK 3B'DV.AOR 18'OIC(Il ON 4"EMBED., 4"END qBT., iz T, BEE NOTES NNL11/1"LONG. STAGGERED INTO MASONMINNC. TO MASUNRYIWNC. wwABHER EXPANSION BOLT GI"O'C (tY2 dA) 3'EOGE qBT. NogW Bua CASE N.npE�DodL rdc wlNoowmoonl FASTENED METH. srRAn TO CONTACT THIS ENGINEER FOR SPACING i. PT, eEE NJTEe NAILI1rr LONG. sTAOOEREd INTO MABON+Y,wNc MASONRr/cONc. REQUIREMENTS SWING— BUCK xx T, BEE NOTE 8 131 Y1B'gA NO WASHER "TPP(AIf FABTNER 18 OIC 11/SEMBEOeEND qeT., 110' EDGE dST. NON-eEARINGWOOD WALL TO CONC. S 1 1- XAPANSION PSHER 24 O2 dSi., 3' Ff3GE-T. 2z PTWINDOW BUCI( 0.138°PAFx Rte" 4'dC 4'ENO. OIBi.,t lrs' PT TO STEEL COL., 9EE NOTES Wl WARIER 9TAGOEREO EDGE qBT. marFs 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAPSHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6, WNDOW AND DOOR BUCKS SHALL BE AS WDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME, ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7tR EDITION ACI 316-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT MERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33'C33A. MAXIMUMAGGREGATE SIZE SHALL BE 314'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTHOR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED W. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED S INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES 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 REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED T-O' OC, EACH WAY. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ABI 5A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF LIVE LOAD FLOOR'. LIVE LOAD /O pot AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS sf TOP CHORD-non—Imuenl REVIEW. 20 P TYP. MIN LAPS SHALL BE AS FOLLOWStfb BAR - 25" #6 BAR - 38" 10 sf BTM CHORD nantonwReM UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0,036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A448M GRADE A, AND SHALL BE HOT-DIPPEDGALVANIZED. O DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. P #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. 15 pef 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 PSI BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpsf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (BBC 020) EXPOSURE B, RISK CATEGORY IN INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL UVE LOADS: UNINHABITABLE ATATTICTIC WITHOUT STORAGE: tOpsf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE' 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH 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: 200psT, GUARD IN -FILL COMPONENTS: 50pN, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, SHOP DRAWL` RPOEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. 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 ALL SHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERW SE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED Wl A SLUMP OF IT' TO 101, USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SU84RADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PIASTICIZER CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94 C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBNTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETEEXPOSEDTO EARTH AND/ORWEATHER. 1.1/2" FOR#5 AND SMALLER 2" FOR IS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3" FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy . 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 1 1� i\1I\ A E C N IT E C T f Design G2 133. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH:407-77446078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003326 p� Pi W O svHa><v k NOT: SILVERADO LOT #3 BLK #15 PROJECT 03719.00 -03151 MODELe "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: DETAILS 150 MP . B SCALE: 1/4"=1'-0" 1 SN1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC L DETAIL A FASCIA 7D STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7QSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLESINSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. NELQ3 J, MAX.-fll Ic- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --"I 3Q J-CHANNEL-/ J' K DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN VL --jam 1-—SPAN'L4—+I- SEE DETAIL'A'-� SEE DETAIL'E" `-" EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SEE DETAIL'O'� SEE DETAIL'E'— —^ EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END o BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/J01 / BY OTHER EMB. X2 WOOD BATTEN HANNELQ3 v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) L__ CONCRETE/CMU OR WOOD (NOTE 1) Eo f, DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. ,.,,-STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. j>{>>{>{>>i }�• 3.519 EAVE WIDTH��il 375 .375 (ROOF 4 3.625 3.625 3. OVERHANG) 5 \ .08 12 .03 � "-CONCRETE; A CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C R I T R C T R GrMO i.n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 wwWAbdealgngroup.com L AA #: 0003326 y 8 0 c a atMDIV. a. LOT SILVERADO LOT #3 BLK. #15 719 00-03151 HODlis I2558-HAWTHORNS" GAP-4031 a7IIN0: RIGHT PAOL" SOFFIT DETAILS 150 DP 3/01/21 aCALM 1/4"=V-0" alla�r sD �� ¢� �ti � � � �� 5 � , � •