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HomeMy WebLinkAbout7250 Steer Blade Dr99 2558TH 99 1 E • B R FOR- ® NAIIONAL �- sH� -iiLL AND -THE ciiy _. -�- ORDINANCES [)p E vo CIV p ZED (� PLAN �Xp,N11NER 12602 TELECOM C)RIVE, TAMPA, I=L 33637 Tel= (813) 740-9720 Fax- (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FWMA BURMC CODE, REOMMAI. ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION 06/25/19 ADDED 150-C BIGT IBNG ARCHITECTURAL SHEET DESCRIPTION P ED P ( ) -.*. 1D Fyn STATE CDES N4 WWW MY AA/CD AIRCONDITIONINGMUM ALT, ADJUSTABLE AL7. ALTERNATE A7E LUMINOUS M.C. MEDICINE CABINET MIN. MANUFACTURER 07/E8/19 ADDED 970NE CAP NOTE TO PROM ELEVATION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 f TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MDi. INTERIOR FINISH - Cuss B 'BASIC MIND SPEED - Vult=150 MPH YBSd=116 MPH -EXPOSURE - B :I -STORY RESIDENCE - -2-STORY RESIDENCE -MAX HEIGHT AS PER LOCAL AND STATE CODES GO BOARIID AGE CL CENTERLNE GAB. CABINET CLR. CEILING CLR. CLEAR CONC. CONCRETE CPT CARPET C.T. CERAMIC'[ILE D. DRYER DG DOUBLE D.G. DUALGLAZED pip. DIAMETER �. MINIMUM THRESHOLD MTD, MOUNTED MTI. METAL N.T.S. ONCENTNOT TO R O.C. ON CENTER PL PROPERTY LINE P.B. PUSH BUTTON PH, PHONE PLY PLATE PLY D. PLYWOOD PT PAIR P7. PRESSURE TREATED PG CI -COVER SHEET PG CN-GENERAL NOTES PG Al —FLOOR PLAN PG A2D-ELEVATION "D" FRONT & REAR PG A3D-ELEVATION "D" LEFT & RIGHT PG El —ELECTRICAL PLAN PG PI_ PLAN PG MI -MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS 07/26/19 ADDED OPTIONAL PENDENT LIGHTING AT E17CNER 1Gi14i1D UPDATED f� u0H79 PER DR.ItORroN 30/90 19 / UPDATED LED DEG¢ BUBBLER PER D.R.HORION I3/�/IR RIiVL4® cAIIODT ON FOUNDATION FOR INTERIOR WALL A/ UPLIFT. 01/20/20 ADDED SHPSON CONNECTORS I.L.O. USP 11/18/2O MADE REDLINE CHANGER FROM ENG. FOR 2020 CODE CHANGE 11/18/20 WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES DIM. DIMENSION DISK DISPOSAL. OR DEEP "" DOOR D.S. DOWNSPOUT DTL. DETAIL DW. DISHWASHER R. RISER RAD. RADIUS RA.EP. REFRIG R[R GRILL REF. REFRIGERATOR TOR RM. ROOM R.O. ROUGHOPENING sC. SOLID CORE EXTDR PG D3—PRODUCT APPROVAL LISTING PG WAI-WAIL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG NA4-MALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS OI/08/21 REPATIED XREFS FOR THE 2020 !'BC � STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CAWA EA. EACH S.D. SMOKE DETECTOR PG WAS —WALL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA ELEV. ELF.VA'IION FQ EQUAL S.H. SINGLE HUNG SHT SHEET AR No. 93723 EXH. EXHAUST FXT, EXTERIOR F.G.iFX. FIXED GLASS SHWk SHOWEING SHWR SHOWER S[M SIMILAR A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fr..G. Lr � 2 63i � , ENTRYVERED Lanai 21 �: FFUEL GAS FIN FINISH FLU. FLUOR FLUOR. FLUORESCENT FF�T DR- OF�OTCINfinnnR SL. SLIDING STD, SLIDING GLASS STD. SHEAR AD SWS SHEAR WALL TEMP SECTION GLASS Tel: (407) 774-6078 TOTAL 3ACS Sa FT. GA, CAUGE GAR. DISP. GARBAGE DISPOSAL TO - O O CURB Fax: (407) 774-4078 0F.I. GRINOUNDPFTAU TCIRCUIT GL. GLASS T.O.S. TO OF SLAB TYR TYPICAL STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG SLIA-DETAILS PG SI.2-DOWEL. PLAN PG S1.2A-DETAILS GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED IT . HOSE BIB OTHERWISE H.C. HOLLOW CORE V P. VAPOR PROOF Frog HEADER W. WASHER HOT. OR ITT HEIGHT W/ WITH INSET, INSULATION WD, WOOD DRAWING / CONTRACT DOCUMENT REVIEWBY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I WROUGHT IRON PG S2-LIFT BEAM PLAN PG S2.-DETAILS PG S2.IB -DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO HUR.D THIS PROJECT BASED ON THIS DRAWING SET, TIME CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAIS PG S3.1C-ENTRY DETAILS ELEVATION 'D' PG SNI-DETAILS PG SD -SOFFIT DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CIARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A R C N 1 T R C T 5 /GeMOE 41 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde igngmup.com AA #: 0003325 N e 0 h O [PROJECT# U13DIV. & IAT:SILVERADO LOT #10 BLK #15 03719.001-10151 MODEL• "2558-HAWTHORNE" GARAGE BITING: LEFT PAGE: COVER SHEET 150 MPH XP. B 01 DAR� 03/02/21 SCALE 1/4"=1'—O" SHEET cs 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. SrrE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FORTHE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION 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 CINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN F THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . 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 1/:' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERNG'S 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD. R302.7. EKTERIORCEKJNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1W TYPPW DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCr10N OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A R C N I T E C T S Design Grou l.e. 41 N. RONALD RFAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.mm AA S: 0003325 w w N U d 0 0 SXYBDIV. de LOOT: SILVERADO LOT #10 BLK #15 PIiOdECT* 03719.001-10151 3dODE . "2558-HAWTHORNS" GARAGE STNDBC: LEFT PACE: GENERAL NOTES 150.,MPH A B 15'-0' I2'-II' 13'-1' 4'-6' 12'-4' 2'-4- 5'-4' 10• 3'-4' 30'-9' 32-3. 35-54 EGRESS n — ---- ----0 — — 5 ' I v TUB/ I n 2 I m I s PAN. v I v v RANGE � . I� BATH:D oil 1 r 2' s KT'T BEDROOM4 4' 9 -4' CLG r-a' V-4• CLG. "' 1 > I BEDROOM 3 a +� CAPE W m FLAT 8 1' `4 6' ----------I�DR .p �n A — FLAT HDR 5'-9. B _9, 4 _6, _0 8,_6. I I 5'-2' '-4 3' 6' 2'-4• 6'-B'I 6'-4' 3 -4- 6 _B, - i0 - I I � I 2 1 1 II' iv -i —� I 26'-I0' "2­51 0' 4 B' B'-e' 14'IIT'CLCx I 13'_0• I �e e I COVER® s ® LANAI — M �9-4' 11 ro e I 9'_4, dlx 9 CLCs F70YM i O - '' 9-4' G.A I e LAUNDRY I BARREL CLG. m p�p� 11 IIp Oi 9'.4• CL(y 9 I I I FROM W-4' TO 8'-B' I"=t==� 3,-S, — I 5'-2' 3'-6'-10' 6'-0' 4'-8' 4'-8' lip 4'-8' p I 0 I 0 - 1 — IR_ISH a � IRASH r---- _ -- Xall I I Pj I STOR — . Wd.C. �, a� w.LC I �L-------�% I' v l v s 0 NILIR-ISH s r--I — I �' C ayl 1' I I hBARREL CLG. 3-CM GARAGE IFROM '-8' I I 4'-6' 6'-0' 8,-4, �A l 4' e I 1 � To e'-e' L—J r-I I!2• 0 SnW I I2,_6, 1�=Li BATCuSLE BEDROOM PRE @ PLUMB 0 1 BEDROOM I W) d' I I TRAY CLG. II w.LC, = 0 '•L J J I 2 6 v ( TO 0'-0' 1 9'-<• Q.G. B T H 2 2' STEEL PIPE 9 Q' _ _ �, I L— — — — — — — — — — — — — — - I 1 1' • BOLLARD 1 I I\ ONljj A L---- C e I'm WH O I I IR-LSH —�� ,N - 35-814 34414 I144-814 25-844 EGRESS 42' H. KNEE TEMP. TEMP. EGRESS HB WALL W/ TEMP. GLASS W/ 24' TEMP. GLS. DR 10'-10' 20'-I' 1'-4'-II' 28'-6' 1'-4' 5'-4' 5'-4' 5'-4' 12'-4' 20'-4' FLOOR PLAN SCALE: I/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 D11ENSIONS ARE FROM FACE OF T % ' BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS APE 3)1' UNO. - DRYER VENTED THlOIYIN ROOF (YTW, NOT SCREENED. - AIR COMPRESSOR SET ON 44X44' POURED CONIC. PAD. PAD BEGINS 6' FROM EDGE OF STRUCTURE. - SEE OHM ON FOR CIE ERAL AND STANDARD BUILDING NOTES. . ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER - ALL PULL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OM NR406 ARE SHEAR WALLS. RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X61 STUDS • 16, or — WV 1/2, DRYWALL SQ.FT. CALC.'S LIVMG 2,531 SQ. FT. GARAGE 611 SQ FT. Sa COVERED LANAI 200 SSa FT. TOTAL 3,405 Sa FT. EXTERIOR MASONRY WALL BRCS, HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12 AV SQUARE LATICRETE BY HYDRO BAN. RO. SHALL BE 145' x 145'. BOTTOM SHALL BE INSTALLED AT 54' A.F.F. UNO. CarollartaloaaoaaowoLaWoa nac WLiO elraauaE P7R a s odD aleB QBQB ear1E >n1E WISIIRIralonuo IEiallM alone+= woraaE MIN. WINDOW 9 5 243/-325 CRITERIA EXTERIOR SWING 24 5 279/-295 DR MIN. CRITERIA SGD. MRL 9 6 S 70.1/-75.4 CRITERIA 8010 O.A.D. 56 5 21b/-21.1 16010 OWD. 112 5 205/-249 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT-H. EXP.=B, MEAN ROOF HT. - 14'-0" PRESSURES HAVE BEEN MODUM PER FBCR 7l'H ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 013MDAID SHIM AND SECURE COUNTER TOP °S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT MBAR REINFORCING KITCHEN Q I SRAC IMTS AS BABE C3NECESSARY. CABINET T = m� ATYP. CABINET SECTION SCALE: NTS 774 A R C H I T E C T S 6 G IF empain 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .a6designgroupxom AA #: 0003325 d N u 44 0 y a 8tMDIV. de WTI SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL' 2558—HAWTHORNE" GARAGE 81/IMG: LEFT PAGE: FLOOR PLAN 150 MPH W-4' BR6. HGT. oo ea AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674/300 = 12.2s VENTILATION AREA X SQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN, REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL#OFVENTSREQUIRED = 7.66748 TOTAL#OF VENTS PROVIDED = 8 SQ. IN PERLINEAL SOFFIT VENTILATION AREA = 11.736 FOOT = 881.76 /11.736 TOTAL LINEAL FTOFSOFFITVENTINGREQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) SHINGLE ROOF 12'XIS' DECO LOUVER ®® rfi, FRONT ELEVATION SCALE: 1/4' - I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS �5 OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE: 1/4' . P-0' TEXTURED FINISH 20'-2' BLDG. HGT. CRICKET 14'-2' BRG. HT. --------- ® E'--�—NTRY �— I8'XI2' DECO SHUTTERS (TYP) FOAM CAP _ I 0'-0' FIN. FLR M N. ' GRADE m STONE VENEER S'-4' -0. .I l _0. / LOUVER DTL. D SCALE: 1/2' " I'-0' ENTRY DETAIL A SCALE: I/!' I'-0' BAND DTL. ,)BAND 1/1' . P-0' ' 2 BAND DTL. E SCALE: I/2' " I'-0' BAND DTL. W WE BAND DTL. F SCALE: I/t' " 1'-D' ARCMITECTS 6 Growl In 41 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 w .abdesigngroupxom AA N: 0003325 b Z y m 0 y 0 F C EILMDIV. de LOT: SILVERADO LOT #10 BLK #15 PROJECTIp 03719.001-10151 MODEL: "2558—HAWTHORNE" GARAGE s74D1G: LEFT PAGE: FRONT & REAR ELEVATION :: D,: 15 PH A. B DAATE 03/02/21 SCALE: 1/4"=1'-0" SHEET A2D A R C R I T R C T E H5T OFF -RIDGE VENT ------� BRG. HT. • ENTRY 9'-4' $RG. 0 FOAM CAP 0'-O' FN. FLR. IN. B GRADE STONE -/ VENEER -it OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT ®ENTR7 0'-4' BRG. HGT. El 0' 9 d - FOAM GAP LEFT ELEVATION SCALE: 1/4' . I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS I OFF -RIDGE VENT ror RIGHT ELEVATION SCALE, 1/4' . I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 1 I 5 0'-C' FIN. FLR, MIN. 8'GRADE STONE VENEER 4- PH: 407-774-6O' FAX: 407-774-0076 w-"AA e00roup.com AA S:0003326 m Z h b 0 a 0 h W O F SUDIV. de LOT H SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL: "2558-HAVHORNE" GARAGE SVrMG: LEFT PAGE: LEFT & RIGHT ELEVATION "D.' 0 PH AXP. a DRuAZ:- 03/02/21 SCALE: 1/4"=1'-0" SHEET A3 D ELECTRICAL LEC%END SYM. DESCRIPTION TANDARD SUTC4 -WAY SWITCH ti{} -WAY 6WITGH 4 IMMER SWITCH HE BUTTON ISCONNECT T HERI'1OSTAT INGLE RECEPTACLE (12Sv/20-AMP INC.LE POLE) IOV DUPLEX RECEPTACLE 10v DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMP'ER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 4P- EXTERIOR U ATERPROOF/GFI RECEPTACLE ((i;ROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 'OUNTED) 20v RECEPTACLE (4 WIRE :ONNECTOR) -0 EDIGATED RECEPTACLE F-0 IJALL MONTED LK.HT G MOUNTED LIGHT ANT LIGHT uMa-L' D LIGHT SCONCE PRE-WIREFAN WITH LIGHT (I CFM PER SR FT.) B LIGHT FIXTURE Pons BULB LIGHT FIXTURE ! BULB LIGHT FIXTURE 'TRACK LIGHTING TTIG LIGHT WITH FULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LnWT (RECESSED) FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIGHT (RECESSED) LK.HT flI_QBOX SS LKnHT (VAPOR PROOF) NG MOUNTED LK.H7 WITH J-BOX OPT. FAN TRIGAL PANEL (FIELD VERIFY TION) CTRICAL METER (FIELD VERPT Allow (U)ALL MOUNTED) (CEILING MOUNTED) G MOUNTED FAN IGO) AN (1 CFM PER SCL FT.) JACK DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) ® /MONOXIDE DETECTOR I ING MONTED) IMES ® OPENER N JACK E PORT • LOCATION OF TV JKS 4 PHONE OUTLETS F TO BE VERIFIED • HOMEOUNER PRE-O"TRUUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION 12020) 4 NEC 210.12 2011. • 20AMPLAUNDRY CIRCUIT. • Cirl • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 30 CRM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 F15CR Ith EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE CROWD FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING. METHOD SHAd-L BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1th ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TW ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 1M LK.HTMG MUST BE ENERGY EFFIGIENt JA TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 202E lth PRE -WIRED CLG,FAN I COVERED LANAI I � I PRE -WIRED CLG.FAN - GREATROOM I w.LC. /T V r BEDROOM 1 I I I PRE -WIRED r.w1c. L-------------- BATH 2 I � � =41p F I 1 t LED LIGHTING LED LIGHTING LED LIGHTING C DOUBLE LAV. @ SINGLE LAV. C SINGLE LAV. BATH I BATH 2 BATH 3 BATH F'RE-WIND I CLG. FAN I I BEDROOM 4 \ I /fT • D I I I I I I FOYERFOYERi�`n {\ i I I I ' - 1 1 �; dI ca LAUNDRY ---- sroR 11 BEDROOM 2 PRE -WIRED V CLG.FAN BEDROOM 3 FIRE -WIRED GLG.FAN �GFI I I II I II I I I _ L PU3. FOR - - CHIMES-_�--�- CFI. 44-AFF. \ GFI CLL& OUTLET T CFI• ' 4'AFF. LIGHT 4 SWITCH i IN ATTIC I I I I I ; GARAGE CFI• 3 "'APP. GFI CLG. OUTLET J OUTLET FOR i� IRRIGATION LOAD CALCULATIONS ONE FAMILY D W ELLI NG WITH HEAT PUMP (NECCODE#D2 HOUSE PLAN: 1 2045 MODEL 2045 SO, FT. GENERAL LIGHTING 3 VA PER SO. F1. 61 2 20 AMP APPUANCE CIRCUIT AT 1500VA EA. 3,004 1 IAUNDRYCIRCUITAT I'md 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN IZOOJ 1 _ WATER HEATER A I DISHWASHER ; I CLOTHES DRYER 5, 1 O15POSAL 1 MCROWAVE 11 1 REF. 2 SUBTOTAL OF GENERAL LOAD 36M FIRST IO KVA OF GENERALLOAD AT 11KN6 1Q REMAINDEROFGENERALLOADAT40% 26535 VAA 0.4 10514 W LALNETGENERALLOAD 2Q6 ATON HEAT PUMP #126AMP X 240 VA 6720 IOKW aECTRK HEATAT 6% NETGENERALLOAD 246 NETTOTALHEAT 13220 IOTALIOAD 3% FUTUREGROWTH 10% 3383. CALCULATED LOAD FORSERVICE V.M VA/ 240 V= 355 AMP WO AMPSERVICEREQIHRED : ALL BALARaKSERW T4G HASITABLE RECEPTACLESSHAU. MARC-FAULT TYPE PER NEC210-UREQUIREFENTS. _ NEUIIIALCAILLAAPON: LIGNTING,A"UPXCE,U, NDRYWADS: 14.283 VA 3L W VA @ 1D0%, REMAINDER @ 35% NETWAO G, VA RANGE: 12,000@70P. B OO- DRYER 5,MO@70EG 3,500 VA TOTAL 18,80 VA NEUTRALANWACITY: 11L4W240278A AL MINIMUM N EUTRALCONDUCTOR, METER FIELD VERIFY ELECTRICAL PLAN SCALE: 114 . 1'-0' FOR COACH LIGHT FOR COACH LIGHT PROVIDE 3 2/0CU, I •S, CU GND 2" CONDUIT OR PIIiv' VIDE 3 MO AL, 1 % AL CND M 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVEMIAW.) 200 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UTH ELECTRICAL PROVISIONS OP M COMONATION SERVICE DISCONNECT 70D AMP ROR•10 VOLT I PHASE THE FBCR TrH EDITIOM l202m). LOCAL CODES, AND WATCH AND ELECTRIC MLO PA(EL ALL LOCAL ROLLER COM'ANY REG I IREMENT•, METER N NE U B. ALL CONDUCTORS SMALL BE TYPE TH4NRNW 2O0AR 3R ENCLOSURE UNLESS NOTED OTHERWISE.GERNACE ryCp TgEMCIB F'L`R CgpLE''►Iy POUER COMPANY EOURRIENT iELtiTELEtT itvyvVlll����Op�jjlli ENTRANCE iIIANBFOIRlR sou""IENT INTERSYSTEM BONDING TEWNAL AT GRADE LOW VOLTAGE CONNECTIONS PROVIDE 2M AMP, 00/240 VOLT, I FHASE 1 % CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONECTED TO C0NGI1LITE 2ro COPPER ICU) IN 2" DIA SCHEDULE W PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 %)O ALMMIM (AL) IN 2' CIA SCHEDULE W PVC CO CKn UNLESS ELECTRICAL PROVISIONS OF SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE LA LATH THE ELECTRIC Sn„ DIA X S FT LONG COPPER IAGROUND COMPANY PRIOR TO BD. CLAD ROD ARCHITECT S GZDes' I(To. -� LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 y 1.4 yILL 0 a h O lSUBDIV. a. LOT SILVERADO LOT #10 BLK #15 pr.tojECT# 03719.001-10151 MODEL- '2558-HAWTHORNS" GARAGE SWING: LEFT PARSE ELECTRICAL PLAN Un MPH . B EII DRarr A=- 03/02/21 SCALE: 1/4-=1'-0" SHEET E1 -- ------- TUB/ O Ei I I i 6 I I BIWI I I I '0 I I I I I I Eil I I I I El I I I I I I I I � I I I I I I I I I I II s I I I II M I I I q II I El 'I6'I =JJ I 3l I C L j El — I 9 I------------------ m �� ? — I I Led IJill I �, I — I I I r-- I IGON� O `� L J L J tq ;n 2' VTR KITCHEN SINK UU AUTO VENT HB 2• r•f 11/2, VTR 2' VTR �' I 1 2' 2 I ( I I LAV,'f TUB ILAY. ; 3' 3 ' r� / I Y 3' I� 3• 3• SHWR II Q VVI WASHER 1� PLUMBING PLAN WC. TU T� SCALE: 1/4 " I'-V' F-IRE- MAIN PLUMB L.T. PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. A R C N I T E C r a 4 Grou01,n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 Lj m h V w 0 a C F I I J STJBDrv. ae i SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL' "2558—HAWTHORNE" GARAGE STUNG: LEFT PAGE: PLUMBING PLAN 1 Px xP B loll n TZ 03/02/21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER FBC ITN 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 'ITN EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 9TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR$ FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 'tTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC14 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. II II /I — L='J LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBO O CEILING EXHAUST FAN .� CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL MECHANICAL PLAN SCALE: 1/4 " 1'-0' SCORIATED NICKEL FIN. FLOOR L � BRONZE FL. POR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K "SAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY�PN. ) COUNTERSINK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT TYPN SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONB UNIT SIMPSON WE, ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) GBXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE NOTE: ALL HVAC TO HAVE PROPER PAN$ W/ DRAINS ATTIC "` �""' 1010 EXTERIOR WALL PLENUM*MECHANICAL AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERMAR IOR WALLVC CONDENSATE DRAIN LINE EVAP. TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITN EDITION (2020) BLDG. CODE SECTION 3073.4 HVAC DRAINS Groui In 19 1 N. KVNALU KLAVAN t$LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com L AA #: 0003325 le 0 a V 0 14 Surimm a4 LOT SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL: "2558-HAWTHORNE" GARAGE SIWMG: LEFT PAGE: MECHANICAL PLAN 15 PH DATE: 03/02/21 SCALE: 1/4"=l'-0" SHEET M1 2X4 TOP PLATE 1!Eg F_Lg J PLAN Y PRE-FAIS TRUSS 1/2' CLG BOARD 1/2- oRYWALL Tv r- SECURE T. 2X4 BMASONRY� I OZ. WOOD PLATE TO SLAB STUDS •24' W/ lod OZ. NAIL • 32' OG MAX SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR Y � ' TYP. INT. WALL NON—BRG. p� SCALE: 3/4'.I'-V' FIBERRGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR smil ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I, 01 . TTP. O.H. 1/2' THICK, 2 COAT PORTLAND—J--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRl 5/8- GYPSUM B1 OR IR' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID C%ROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS zA PIPE THROUGH BOND BEAM p1 SCALE:3/4'=1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.G. 8' CMU IR' GYP. ILL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WD.U. ROOF SHEATI-IMG TWIG 04ESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _D '-0' FM. FLR .a 4 n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE• PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'.I'-®' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (l) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE Iv, OR ASTM D 6l5l W YMICK 2 COAT COMM 91SAO a' CM On O"Rilmy TO MAIOhWr 2.6 P.T, UP TO AT rACWSD TO C—m.L AS PER ]A.— APPROVAL AND�•; ISACIMM ROD :LNE ALL cGA* LM AROUND (By �tPOOR KAMFJ TRACK ISRACMTS FASTENED TO Room IV PRODUCT APPROVAL REa BLOCK ©GARAGE DOOR </ FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING 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 _2X4 OFF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCK ttJG BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIG14 PER STRUCTURAL DETAILS ,' '—PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8. GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—V' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0' FIN. FLR� 8' cm m ea n W/ WINDOW OPENING r� R-4.1 INSULATION WINDOW ATTAG1P7ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS • 24' O.G Vl' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING 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'-m' FIN. FLR a TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'.I'-®' A R C N I T R C T i GMm � Inc i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA: 0003326 m R h a c, h W O F _LLL SUBDrv. do LOT: SILVERADO LOT #10 BLK #15 PROJECT* 03719.001-10151 MODEL. "2558—HAWTHORNE" GARAGE STIMO: LEFT PAGE: DETAILS 15 Px 8 DAB 03/02/21 SCALM: 1/4"= l'-0" SHEET D1 im 2X6 P.T. • CENTER OP DOOR HEADER SEGUED RV (1) LW X 8• J-DOLT W/ 4' MIN 13'104501 ENT W 2• X 2' X V8' W46MM 4 NUT OR W/ q, V2' X .' ANCHOR DOLTS RV 2' X 2' X V6' WASHER 4 NUT (J SECURE 2G4 ON PLAT TO 9" WV MASONRY NAIL& 2X6 GARAGE DOOR SUCK SECURED W/ (8) V1' X 8' J-ISOLT OR ANCHOR � BOLTS, W/ 4' MIN B'BEDMDNT, LLV 2' 110 X 2' X 1/8' WAGNER 4 HUT. (1) WITHIN 8' OF TOP, (1)1ATHIN 8' OF THE 87M, (3)EVENLY SPACED. O" O NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANIFACTURER'S INSTALLATION INSTRUCTIONS 0 ERE SUCH INSTRUCTIONS ARE MORE STRIMEWNT GARAGE DOOR 3 �)BUCK ATTACHMENT 8' CMIU V2' DRYWALL IG4 P.T. OR 8/4'X4' MIL SECURE THRU FRAME 4 PX4' EXTEND 1414' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR cnBI1G MIN. SHANK K SIZE 145 MIN HEAD SIZE 300 MIL EMBEDMENT 1-1/4' WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 18' O.C. MAX 6PACMG ATTACH TO 2X PER MANIFACTURES DETAILS. NOTE, 04411 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" r111INDDW TO BLACK +3/4" OR +5/4" 2X4, 0113 SECURE TO BLOCK W/ 3/16' TAPCONS MIL SHAK SIZE J45 MIL HEAD SIZE 300 MR E'BEDMIENf 1 1,14') WITHIN 8. OF EACH END 4 W O.C. MAX SPACING- 2X6, CM SECURE TO BLOCK IW(2)3/16' TAPCON6 (MIN. SIL1MK SIZE JO MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 VW) WITHIN 8' OF EACH END 4 W Or- MAX SPACING V2' DRYWALL 2X& cm ❑ I'X4' SECURE TO BLOCK P.T. NAILER W92) 3A6' TAPCONS DOOR CASING (MR SHANK SIZE 145 MIN. HEAD SIZE 3O0 MIN. EMBEDMENT I 1/4') WITHIN 8' OF EACH END 4 M' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" r11IINDOIL TO BIAC% +1 1/2" 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING 2)(6: SECURE TO BLOCK WK2) 3A6' TAPCONS MK 514AW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 8' CP'tl 4 IB' OC, MAX SPACING. IR' DRYWALL ® ❑ SEC ECUE 70 BLOCK P WK2) 3/16' TAPCONS P.T..T. NAILER (MIN. SHANK SIZE J45 T/16' OSJ3. X 4• MN MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') DOOR CASING WITHIN 8' OF EACH END 4 IBM Of MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" �T/INDOA TO BLACK +i 15/18" 2X4: 00 SECURE TO BLOCK WV 3/16' TAPCO 48 MIL SHANK SIZE J45 MK HEAD SIZE 300 MRL EMBEDMENT 1 I/4') WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. NOTE: STRUCTURAL 2X MIST BE ON OUT61DE 4 SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3AW TAPCOH MIN. 1-1,14' WK2) 3AW TAPC,ONS EMBEDMENT INTO BLOCK (MIN. SUNK SIZE J45 MIL MEAD SIZE 300 MR EMBEDMENT 1 V4•) WITHIN 8' OP EACH END 8' cm 4 IBM O.C. MAX SPACING 1!2' DRYWALL ZX& ❑ SECURE TO BLOCK WK2) 3/16' TAPO" P.T. NAILER (MIN. SHANK 81ZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 W OC. MAX SPACING. DOORJAMB OR WINDOW ATTACH{ TO 2X PER MANUFACTURES DETAILS. NOTE: 8HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" /'11ID`IDOL/ TO BLOCY +2 1/4" 2X4, SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE 145 MIL HEAD 812E 300 MIN. EMBEDMENT 1 V4') WITHIN 8' OP EACH END 4 N' O.C. MAX SPACING 2X6, SECURE TO BLOCK WK2) 3/16' TAPC," (MIN. SHANK SIZE Ab MIL HEAD SIZE 300 MM. EMBEDMENT 1 1/4') WITHIN e' OF EACH END 8' CMu 4 W OC. MAX SPACING VA• DRYWALL 2X&. ® SECURE TO BLOCK ❑ 1'X4' WK2) 3A6' TAPCONS P.T. NAILER MN SHANK SIZE J45 DOOR CASING MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 m' Or- MAX SPACING. DOORJAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE. BRIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3' �� M1 Tn Aincll as^ 2X4, Im SECURE TO BLOCK W/ 3A6' TAPCONS MIL SHANK SIZE J45 MIL HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING 2X6, SECURE TO BLOCK W02) 3/16' TAPCOM (MK SHANK SIZE J45 MM. HEAD SIZE 300 MN EMBEDMENT 1 1/4•) WITHIN 8' OF EACH END 4 18' 0= MAX SPACING 2X& 011110 SECURE TO BLOCK WK2) 346' TAPCONO MIN. GRAIK SIZE J40 PIK HEAD SIZE MIS MIL EMBEDMENT 1 V4'1 WITHIN 8' OP EACH END 4 18' OG MAX SPACING. NOTE, STRUCTURAL 2X MUST dE ON OUTSIDE 4 SECURED THIROUCA4 NON-STRUCTURAL 3/16' TAPCON MIN, 1-1,14' EMBEDMENT INTO BLOCK B' C'IU I/Z' DRYWALL P. P.T. T. NAILER r DOOR CASING NOTE: 6HM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER IW(2Ad UNT14N 8' OF EACH END 4 6' TO 8' OZ, MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFAVUREB DETAILS. DOOR JAMB TO BLACK +3" Oa1>,r w- Tn NTnrr( tea^ 2X4, SECURE TO BLOCK WV V4'TAPCONB(MR SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UNT14IN 8' OF EACH END 4 16' O.C. MAX SPACING 2X6, SECURE TO BLOCK W/(2) V4' TAPCCNS MIN 8HANK SIZE J45 MIN. HEAD SIZE 300 MML EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8, Q'1J 4 W OC, MAX SPACING. 2X& ® V2' DRYWALL SECURE TO BLOCK 11 I'X4' WK2) V4' TAPCONS, P.T. NAILER (MIN. SHANK SIZE 345 MK HEAD SIZE 300 1/16' OJ 21, X 4' MIL MIL EMBEDMENT 1 V4') WITHIN 8' OF EACH END DOOR CASING 4 W OG MdJ( SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" /1TIINDOO TO BLACK +3 7/18" 2X4, 11311 SECURE TO BLOCK W/ V4' TAPCONS MIL SHANK SIZE 345 MIL WAD SIZE 300 MIL EMBEDMENT I V4') WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) LW TAPOLNS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1141) WITHIN 8' of EACH END 4 W OC. MAX SPACING 2X& SECURE TO BLOCK W10) 1/4' TAPCONS (MIL SHA , SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 I/4') WITHIN 8' OF EACH ETD 4 18' Or- MAX SPACING NOTE, STRUCTURAL 2X MST BE ON OUTSIDE 4 SECURED TFIROUGH NON-STRUCTURAL 3/16' TA'CON MIL. 1-V4' EMBEDMENT INTO BLOCK L�1 6' cm In' DRYWALL I'X4' P.T. NAILER P P.T. X 4' MIL DOOR CASIG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3 3/4" /::11LINDOIf TO HLOCK +3 3/4" A R C R I T R C T 8 De i In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 it M W 0 0 N O eF G SUIBDIV. ac Ljotil SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL: "2558-HAWTHORNS" GARAGE STRNG: LEFT PAGE: DETAILS 150 MPH FAL B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL If MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 20456.2 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 F8CR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 12/18/2022 17676.20 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS& DOORS SLIDING GLASS DOOR - 2020 FBCR 22/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-115 MI WINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 22/31/2038 15279.2D-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 1S279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'0' EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 1Z/31/ZD21 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 F8CR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-RB JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 202.0 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/32/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 22/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM IS W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/25/2021 A R C N 1 T R C T S 6 Gr esDU P.a 41 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 R m h L4 k o U C 1p UHDIV. Z LOTSILVERADO LOT #10 BLK #15 ROJECT# 03719.001-10151 MODEL: "2558-HAIVTHORNE" GARAGE 9TFMG: LEFT PAGE: PRODUCT APPROVAL LISTI 150 MPH JXA B INSTALL PASTEMM (CLIPS, A R C R I T E C T R STRAPS. STAPLES) AS APPROVED BUILDING I RAP RECLURED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO FRAMING 61 a VERTICAL LAPS (ROLL ENDS) 4 b' .HORIZONTAL LAPS. UM LAYER % ALL SEMIS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' STUCCO URAF' WITH FORrIBER SHEATHING TAPE WPM LAYER 4, ►ORTFIDER / \ BUILDI G PAPER ^ - CONTROL �• THICK 3 COAT CEMENT METAL LATH . Epspn FL # OF�CON CONTROL JOI�HfMB T _. PLASTER / \ ' GE OVER RWb MEMBRANE GrVoVu I BE UARED TED TO LATH a S' \ U1RB LAYER •J• PORTFBER / \ Or- MAX (VERT-t NQI€ DO BUILDING PAPER FLASHIDF OVER APPROVED NOT FASTEN CONT1dOL JOINT TO / r Im LAP . IMErAt unt \ FLASHING IU OVER APPROVED WALL EVEN F STD EXISTS RASMMG TO EXTEND ONTO PIPE 441 N. RONALD FL 327 BLVD. BEYOND EXCEPT STAPLES UV dPPROVED (METAL LATH LONOWOOD, FL 32750 SURE MAY 15E LOW TO JOINT TEMP AT FASTENED -7 (VERT.) OG MAX �( X X X ' 4 x4• SELF-ADFERINI MEMBRANE PH: 407-7746078 CORING NSTALLATION X X X��. R APPROVED FAX: 407-774-0078 U3LAYER 1, www.abdesigngroup.mm FMTENERS TO BE SP 81UY.00 WRAP METAL LAIN 1'L.e,BF1U4G TO ETCTBND ONTO PIPE AA #: 0003325 • T' Or- MAX VERTICALLY UAtAP WOOD SMEATMSG UFB LAYER'1, j• THIOC 3 COAT CEMENT 'li' CONT. BEAD aF SEALANT STUCCO USPAP I PLASTER INSTALL APPROVED Nd1BEW¢AP AIR £ _ `� -y =- d ,,",,,y .,' e• nm P4reR LAP moot ow* / LATH SFILTRATION BAIURIER OVER SHEATHING ;- •,�...` - 4«„ U476 LAYER'S. FORTFIBER \BUILDING / I IURS L WRB LAYER 4, FORTFIBER BUILDING PAPER COATING OVER STUCCO/ ELAPP416W PAPER UARS LAYER CV. FINISH (SEE iYP WALL 6ECTION) (S STUCCO UURAP r To I' i LATH SHALL NOT BE CO NTIW1t711B Y ro e' rma a• ro e• UIOOD SFEATNING SECTION P R SECTION 7 MNrla erd pbdwm THROIYaH CONTROL JOINTS BUT SMALL Exmrior of poManaca Mplasier ME STOPPED AND shall -.PIY with the appkaeon raqutemarxaof ASTM C92618b. TIED AT EACH SIDE CI4 SIDE. PRDNDE 2X4 BLOCKING 1• ITN I.w1u PER ASTM PLACED PLAT MAX V TO S' lar. s• ovFR Ir�MFGon of.TW-r hth.V ana I-Turg \ FROM CONTROL JOINT ULEN ca+TIWL JOINT FALLS ON APER LA Au LAP aIallScompl BwitA ASTM C 106 -19a, — STRUCTURAL STUD 2 L�ENERS FOR LATH TO BE NAILS opt STAPLES N COMPLIANCE UV ASTM CM3 STAPLES i. WIPE TIES TO BE (NO. IS) 00415' WIRE i BCALE. 1 1/1•.1 •0• 3. 1 3. BLOCKING SNOUN MAY BE N ADDITION/ \ ADDI�,y,/ 6 BALL STUDS REQMAY PER 4'x4' SELF•A7HERIN33 M15RAM FLAeHNG (COMPATIBLEaHOUSE LATH UP MAT OVER -v.VERTICAL %Y'` MOUSE d m V w 0 g C 4 & PAPER DETAIL FLASHING T EMom ONTO PIPE - / WOOD STUDS I• OR LEA PIPE 6'xb' SELF-ADMERNG MEMBRANE • -� PENETRATION { :: FLASMNG (COMPATIBLE UL MOIRE :: I UJRAP MATERIAL) OVER 4h14• NFL OWP-ATHIIG { I SELF-ADMERNG MEMBRANE PLASM SIDE LAPS OF FETAL ��' W. HOUeE. R APPROVED PLASTER BASES SMALL is O"BE M" TYPE CONTROL JOINT T eMALSECXIREDeE TIED BUILDING. � • ` ` 0. Togo p� FR.AMNG MEMBERS. PAPER BETIIEEN SUPPORTS WITH OA141S-N (N21-MAP) STUCCO lT LAr • uru CUT AND OVERLAP ONE SIDE OF WIRE AT INTERVALS NOT s' LdP • SELF-ADMERSG MEMBRANE O ; MORE THAN S' (SSS-MI)' FLASHING CUT AND OVERLAP ONE SIDE OF O AS PER ASTM CN063. SELF -ADHERING PEPORANE STEP 01 STEP n O FLASMSG LFOLD eW1ID.P1.A O (HOLD NMIOe R.A � O KO FORMPAIROFTEARS HORIZONTAL LATH x .rtB ®KIC DETAILT INWMAYRSLAYERS, TEA" BE PATCI-IED & PAPER DETAIL 3A PIPE PENETRATION DETAIL (FRAME) .i1Ci W4 OUSE URAP TAPE N.T.S. PER MAMF. SPED OR FOLp PEEL A STICK WOOD SHEATHING OIFOLDF44ID. ® LFOLo MID.n.A ORCMU WR5 LAYER el, z asAee. n.e acICASE. n.c STUCCO WRAP (FRAME ONLY) 1 CIISAW. M.G l FOLD R. C OVR FT. 6 tU1 FT. C TovOw" kk � THICK, 3 COAT CEMENT PLASTER (FRAME), 2 COAT LEGEND CEMENT PLASTER R CCMUJ METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER DRAINAGE PLANE (UJRB ROOF/WALL SCREED °ANWMM LAYER 01, STUCCO WRAP) "•dN6° uv,a Tlart bw. FOLD. QB .Y HQI aR. j• THICK, 3 COAT CEM&ff z _ 5'X5' 'L' TYPE CONTINUOUS WR5 LAYER #2 ( FORT I F I BE R — — — . — — — PLASTER (G )COAT Z GALV. METAL FLASHIN P (NAIL TO ROOF DECK, NOT BUILDING PAPER) UPS LAYER a, FORTFBER 'n WALL SHEATHING) dgI.ONG PAPER awe aLY) �' URB LAYER% CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x STUCCO URAPawAm a&) INSTALL WITH ROOF CEMENT svaa;<v � IJoT: SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEI- - 2558-HAVHORNEx GAItAGE SWMG: LEFT PAGE: WALL ASSEM Y DETAI 150 MPH B LAP INAL 0eIIUDIw,OPINE aea a1!r�wunr,q1.M1re1E, SroP M6tllL fIRM'E Gt� � .,� STUCCOI ROOF CEMENT WOOD OR -1/16° ZIP WALL QY bOW4LLNAs" a I ROOF PER ELEVATIONS SHEATHING SELF-ADHESIVE FLASHING — — — — — — 11 NOTE: �Aj METAL LATH: LATH TO BE PER SECTION NO RLi YCy06ATMBR y1 —"Tom TW/R NAL fB60 m oJS,p- sammm � R703.1.1 / ASTM C-a4l-14a, MIN. 2.5 LBS- PST wal✓: IapGFwe yD�+)~O �HM BOTTOM C* MOM A DATE: 03/02/21 •&L �• PER SQ. YARD (UTILITY OR NOMINAL sCAL-11/4•=1'-0" """"ef�""`°`L'PAOCLA O"LT' FLASHING LATH DOES NOT MEET SPECIFICATIONS) WA1 FAf1RN P OG. FINK 5 NTS A N C N I T E C T• INSTALL 6' SELF-ADI-ERMG MEMBRANE FLASHING: OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE. 1. BOTTOM, 2. SIDES. 3. TOP v VENT CAP IS TO BE SET IN BED 1X.: OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT i+.:. WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS I I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Yi CAULKING • JOINT I I ALL AROUND PER SECTION R703.7 Exterior Whina and plesteft BACKER ROD i Exterior use of pordand cement plaster shall comply with the application X requirements of ASTM C 926-18b. ?E Installation of exterior lathing and Naming I ' shall comply with ASTM C 106319a, or ASTM 1787. WRB LAYER -1, STUCCO WRAP II ... HOODED VENT �X' TWIM 3 COAT CEMENT PLASTER METAL LATH IURB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) CLAT SHEATHING EROWRAPAYER4,FORTIFIBER MG PAPER =TUCTT -METAL LATH e' CI AJ VINYL CASING BEAD 6' RAISED BAND Y. TOIf' MID -WALL Ii=P lY Fr) 6• WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP < SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH i WALL I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' VENT PENETRATION SCALE, N.T.S. HIGH �v Rc�civc STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD S\ VERIFY LOCATION WOOD CONSTRUCTION WOOD SHEATHING: WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Ya' TO Ya' MID -WALL WEEP SCREED WOOD CONSTRUCTION WOOD SI-EATHING JURB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIP15ER BUILDING PAPER METAL LATH �6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL FLASHING a CMU MEMBER .roc MAx WOOD FRAMED 7i' TO)1• MID -WALL WEEP SCREED WALL — �g HORIZONTAL WEEP SCREED 4 =7 ( FRAME TO FRAME) 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY HORIZONTAL WEEP SCREED I (�o (FRAME TO BLOCK) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 8' WRB LAYER 41, CUT OPENING IN STUCCO WRAP APPROVED NOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER 41, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED W 5 LAYER -1 STEP *1 STEP #2 HOUSEWRAP BELOW WRB LAYER M, STUCCO WRAP CUT 5UCW TWAT 0 APPLY (PC MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED WOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 03 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER SO MIN SECTION) GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 05 STEP #ro ELECTRICAL RECEPTACLE ,. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J Z h V 0 y O F i� SLTHDIV. de LOT: SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL- "2558-HAWTHORNE" GARAGE 8111 MG: LEFT PAGE: WALL ASSEMBLY DETAIlfi %150,MPH W B 08 SCALE: 1/4"=1'-0" SHEET Vd A2 IF WOOD SHEATHING WRB LAYER -1, EXr' WOOD FRAMED WALL 810-FLOG COLUMN SHEATHING A N C N I T E C T$ STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER PRE -ES WEATHER RESISTIVE I.: ;; BARRIER BUILDING PAPER y�gTUEE 1 I� WEATHER RESISTIVE �4' HgA•ISTRUCTION GHMNEL ]' THICK, 3 COAT CEMENT % BARRIER •l 'TYPE 'X' DRYWALL PLASTER 6' SAF. F TOP OF WEEP SCREED U.E.ATFIEIE Z _ 6'SAF. �$1�nTO SHEATHING BENND WEEP SCREED i' THICK 3 CNY RIE9 \1P PEEL t STICKrouF/�1no- WIOD SNEATHINCs PLASTER`� (FULLY 4' POSITIVE DRAM METAL LATH EMBEDDEDWEEP S_CREE_P_] WOM ANWG.__ IN ROOF CEMENT 1441 N. RONALD WRB LAYER h, f �` �\ 115' X 3' 26 GA. GALV. LONG FL 32JBLVD. STUCCO WRAP J - ' METAL DRIP EDGE 407-7 4- 0 PH: 4 7 THICK 3 COAT CEMENT Y1 GAP FOR BACKER SET IN FULL BED OF 07- 4-40FAX: 407-774-40PLASTER EXTERIOR GRAOE ROD t SEALANT SEALANTJJ' MIN. www.abdesigngmup - W SELF-ADHEREING AM66-WFWC-lW CUSTOM CASWa BEAD' FLASHING WRAPPED DRY WALL SPACE FROM DRIP I. FACE TO TREX WEATHER RESISTIVE AA N: 0003325 1 �` • TOP OF WEEP SCREED PLASTER WI3 COAT CEMEMG NT VINYL CASBEAD BARRIER -1 TO SNEATHMCs BELOW 4' POSITIVE DRAIN 10I WEATHER RESISTIVE :s� BARRIER -2 WRB , NO GAP M FIELD VINYL CASING BEAD LAYER'(WATER PROOFING Is! ,;. LAYER (2 LAYER PEEL EXTERIOR COLUMN 9TUG40 WRAP (SWOUNEPARA FOR CLARIFICATION DF , STICK) ,.� COLUMN SHEATHING LEGEND SEPARATE ACCESSORIES ONLY) WRB LAYER -2, FORTIFIBER ----- --- - -- - F i BUILDING PAPER PEEL t STICK 6'SAF. I>b•x3' •L• FLASHING DRAINAGE PLANE (WRB i • PLOOR ; FULLY EMBEDDED IN 6 sELF-aDHEREMG ® ROOF cErENT LATER "1, STUCCO WRAP) WRB LAYER -1. i� FLASHING ASHIER OF PPEDCANTILEVER I JIV X 3' 26 GA. GALV. STUCCO WRAP �v METAL DRIP EDGE WRB LATER "2 IFORT(FIBER — - — - — - — — ����� ' 4• POSITIVE DRAM D CANTILEVER DRIP 7JYtW0AP .T. OR SIMULATED SET IN ILL BED OF BUILDING PAPER) AMICO M"166-a1i11G-180 1 %Z i urcp aroccn CUSTOM CASING BEAD _ — REX) FILLER -------_-= EDGE US ACE F )DRIP OR SEALANT VINYL CASING BEAD METAL LATH x—x—x—x NO GAP MFIELD KER ROD. WATER PROOFING I6t (SFIOUN FOR CLARIFICATION OF 3' X 3' 26 GA GALV. D 9m LAYER (2 LAYER PEEL t SEPARATE ACCESSORIES ONLY) FINISH LAYER (2 LAYER METAL DRIP EDGE LIENT STICK) WRAPPED FROM STUCCOPEEL t STICK) BALCONY DECK TO CASING BEAD �ANT"irMIN. AP CANTILEVER WOOD OR 1/i6' ZIP WALL 6' PEEL t SPACE FROM DRIP pV i y m q c 3 SE T FACE TO TREX DRIP PI THICK, 3 COAT CEMENT ASTSHEATHING I V2'.r-I'DECK • 5/8' TYPE 'X' DRYWALL METAL LATH WREXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Yi GAP FOR BACKER FINISH NOTE: IY,•XI is P.T. OR W A9_ATED ROD t SEALANT 4' POSITIVE DRAM METAL LATH: LATH TO BE PER SECTION CONWOO° (TREX)FILLER �� eEao PLASTE 3 COAT CEMENT IyEEP SCREED UOUS WATER P'ROOFMG lot LLFAT14ER RESISTIVE n DER BEAD (SHOWN FOR CLARIFICATION OF R"1,a3.'1.1 / A5TM C - 841-14a, MIN. 2.5 LB5. LAYER (2 LAYER PEEL t BARRIER -1 VINYL cASIMG BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM PER SQ. YARD (UTILITY OR NOMINAL B°t°°^" ° TO WEATHER RESISTIVE ,��,, BARRIER-2 CANTILEVER BALCONY DRIP LATH DOES NOT MEET 5PECIFICATION5) p1�LL4STIC , x� ECK DEOCMEMDRANE, 11C EDGE INSTALLATION ® COLUMN x EXTEND OVER DRIP (W/" L" FLASHING) SUB FLOOR EDGE WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV SCALE: NTS WOOD SHEATHI METAL DRIP EDGE NCs 11JI ----''----- SET IN FULL BED OF • (LEATHER RESISTIVE IVXI �i P.T. OR SIMULATED SEALANT,)y MIN, � BARRIER -1 WOOD (TFILLER SPACE FROM DRIP WRB LAYER 01, r 3/4 RESILIENT CONTINUOUS FACE TO TREX STUCCO WRAP HAT CHANNEL BARRIER 4 Yi G`' U.EATNER RESISTIVE AP FOR BACKS VINYL CASSY BEAD 2x FRAMING. MEMBER SUEIDIV. J!e LUT: ROD t SEALANT WATER PROOFING Ise �• THCK, I3 COAT CEMENT ; ;U WOOD SHEATHING VINYL CASING BEAD FFINIS LAYER STICK' 2 LAYER LAYER LTYIV (2LAYER PEELPROM t PLASTER WRB LAYER •2, FORTIFIBER } 1' THICK 3 COAT CEMENT SILVERADO PLASTER 3/4 RESILIENT BALCONY PPE TO 2 I� CORNER BEAD BUILDING PAPER '' i I 1 HAT C4ANML CANTILEVER WRB LAYER FI, FASTENED TO SHEATHING LOT # 10 5/8' TYPE 'X' DRYWALL METAL LATH VINYL CASING BEAD i' THICK 3 COAT CEMENT :ry:: F T OL. MAX. � � � W/TEXTURED t PAINTED PLA8TER METAL LATH : , srUCCo WRAP BLK #15 FINISH WOOD SHEATHING METAL LATH THICK, 3 COAT CEMENT I 5/D• TYPE DRYWALL WOOD SHEATHING WRB LAYER h, THICK, 3 COAT CEMENT (2) 2A2 HEADER W/TEXNRED t PAINTED (LEATHER RESISTIVE ✓�' WRB LAYER 02, FORTIFIBER PROJECT# PLASTER FINISH BARRIER M STUCCO URZ4P PLASTER HEATHER RESISTIVE `N ulooD SHEAt4U1NG i $UILDING PAPER 03719.001-10151 THICK 3 COAT CEMENT BARRIER 2558-HAWTHORNS POSITIVE DRAIN PLASTER a PoeER -2 DRAM 6'SELF-ADHERING I METAL LATH ![ODEL VINYL CORNER BEAD WEEP S CIFEE ] 11✓rEP aCPFFn METAL LATH FLASHING VINYL BEAD GAP IN FIELD WRB LAYER -2, FORTIFIBER "-I (EXPLODED J' THICK, 3 GOAT CEMENT GARAGE SV#MG: VINYL CASING BEAD NO GAP M FIELD (SHORN FOR CLARIFICATION OF BUILDING PAPER EW FOR PLASTER (SHOUN FOR CLARIFICATION OF SEPARATE ACCE880RIES ONLY) -�, CLARITY) LEFT SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD ® FRAME DRIP GAP , PAGE. 11D EDGE INSTALLATION DRIP EDGE 6 O INSTALLATION WINDOW FLANGE WALL urFte L ER'I, ASSEMBLY WOOD CONBTRUCITON DETAI JA IIEATFER RESISTIVE 2 1/2' jj\ `. : 1 PH B BARRIER 9 CORNER BEAD WRB LAYER -2, FORTIF15ER RESISTIVE (FASTENER E SPACING ® -I' O.G.) BUILDING PAPER BARRIER RR N METAL LATH R VINYL CASING BEAD ]' THICK, 3 COAT CEMENT N j i PLASTER THICK, 3 COAT CEMENT 5/B' TYPE X. DRYWALL FETAL LATH PLASTER FINISH FINISH RED t PANTED WOOD SHEATHING 'SELF-ADHERI J' THICK, 3 COAT CEMENT FEADER/BEAM G 6NG FLASHING f PLASTER ' 1/2' THICK, 2 GOAT CEMENT A VINYL CORP. 4' DRIP GAP NO vnNYL CORNIER BEAD PLASTER APPLIED POSITIVE DRAM I�FrP •reeen DIRECTLY TO MASONRY WINDOW FLANGE PRIIJT 03 02 21 VINYL CASING BEAD ND GAP IN FIELD DATE: (SHOWN FOR CLARIFICATION OF SCALE: 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14-B CORNER BEAD C BLOCK 15B CASING BEAD @ WINDOW SHEET @RRIP EDGE INSTALLATION (FRAME. NO BAND) WA A N B N II T E C T 2 WOOD SHEATHING WRB LAYER h, STUCCO WRAP LURE, LAYER s2, FORTIFIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER 6'SELF-ADI-IERING— FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP i i WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH i (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "I, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, R BUILDING PAPER METAL LATH — ]' THICK 3 COAT PLASTER —� b'SELF-ADWER FLASHING — DRIP CAP \� WINDOW FLANGE CASING BEAD @) WINDOW 15C (FRAME, W/BAND) METAL LATH WRIS STUCCO Yip WOOD SHEATHING WRB LAYER 42, FORTIFIBER BUILDING PAPER i 1 WRB LAYER 01, J' THICK, 3 COAT CEMENT i STUCCO WRAP PLASTER i WRB LAYER 02, FORTIFIBER VINYL ANGLED BUILDING PAPER fi:�JII BEAD 1 METAL LATH VINYL CASI�BEADCASI�BEAD i J' THICK, 3 COAT CEMENT (EXPLODED vIEW FOR PLASTER CLARITY) CASING BEAD Cam? RAISED 17 A BAND (FRAME) y. GAP n-P K THIC3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER o STUCCO TO SIDING TRANSITION �WRB LAYER 42, FORTIFIBER BUILDING PAPER SIDING. WOOD SHEATHING �WRB LAYER 9, ` WRB LAYER -1, STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WIOOD SHEATHWG WEATHER RESISTIVE eA MER -1 WEATHER RESISTIVE —� BAFAMR 4 9 W SELF-ADFERIYa —� FLASHNG STARTER STMP� \ i-"'DHERNG \WEATHER RESISTIVE eARR1ER -1 BAJ !R RESISTIVE DARtlER 4 y .' EEl-. FLAS W. GALVV METAL {{ 'I- R.A1111M glraOXDTOM mm-teem / I - X W SIMLATED 4z& TRIM MEMSER \ ` AL G4P WUCALLKWG OR APPROVED SEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME 1�� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) wow eH WEATHER BARBER •X.' X T�VY.�•�LAP SIDG WW •SELF-ADHE104a FLASHNG STARTER STRIP — RA W+ GFEItl— WEATWER DARRIER WEATHER GAMER SIDING TO STUCCO ® FRAME TO FRAME k TRANSITION S' eELF-ADHERWG FLASNWYa WEATHER RESISTNE \ BARRIER •1 TO LAP \ W nW. ABOVE TOP \ OF •r FLASHWG LLEATHER RE5ISTNE DARKER 9 WEATHER RESISTIVE / M,MW !R 4 / GALV'D METAL '2• FLAeHWYs RESISTIVE •I TO LAP IOVE TOP awm IO0 TT" MM AEMBER ^REslenvE XMLE PVC ROD) RESISTIVE 4 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT WINDOW FRAME 2X FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) —WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ----------------------------------------------i ---------------------------------------------------------------------------------------------------- ------------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER R( MEMBER •APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP Group 1441 N. RONALD REAGAN BD LONGWOOD, FL32750 PH: 407-774-6078 FA)L 407-7744078 wwwabdesigngroup.com AA #: 0003325 w b 0 a y c SUHDIV. & LOT SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL: "2558-HAWTHORNE" GARAGE OWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 JJPH EXP. B 16AEz BEAD WINDOW CASING s I�4=I' � I WA4 mwiwm CARE SHOULD SE TARN IN MERNG THE VENTFROPERLY 4-, 6'AND IT AU-ED. VENT PIPE IS SI—D IF UTLIZED. NAIL N PIACE S—NN IN 4' GALVANIZED USING I- 1/4' NMLS AT EACH CORNER. ROOFING CEMENT SHOULD SE APPUED TO ALL SMNGIE EDGES NEAR THE PRoyilm E OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF SHEATHING. 52ET1EOPENINGINACCIXtDV4CEW-T RECOMMENDEDINSIW FEKEATHERCOASTAL CONSTRUCTONZONES. CHART SHONN.INTIEEWNTAMECHANI AL MFANIS USED,SIMTHEVENTOPENINGINACCOFDANCEWTI VENT FPN MNNUFACTURE'SPIRNGCONNECTION T INSIRUCTONS. AFIERSNM DONOTCUTINTOTNUSSESORRENCUmNGTHE OPENING IN TTE ROOF. TIRE INTERFENNGSMNGLENAILSAROUNDTN: PERIMETER OF THE OPENING SO TUT THE NAILING FLANGE TAE VEIN IAYS FLAT TO TIE ROOF SHEATHING.SLIDE TOP AND SIDE FIANCES OF TIE VENT UP AND UNDER 80TTIXA VENT FLANGES TO LAY ON SMNTOF OF THE.. Tff TOP OF THE SMNGLES. IF ROOF HOOD VENT DETAIL SCALZ NTS FIFE AND OVER FLANGE T10 PORARRY FOL04W 4 SECUFE wcuSw^AP(OR CUT NOIJSERRRAP TUCK FLAP UNDER) AT 45' ANGLE AHEAD M=14W 'I' CUTb T.��}T• N HpESRAP ALISN FLASNNG W( W. EDGE OF SILL MO. LINE OF WNDOMOPENING FOLD NOUSSWUP N AT JAMBS A WILL MECHANICALLY \ FASTEN FAMED EDGE& (CAP \ NAILS, STAPLES) - APPROVED NOUSEWINAP OVER SIEATNNG OVER ED STUD WALL SLOPE SILL RO. TO EXTERIOR INStALL Du"wHT AS TM FLASHING AT TIE STEP 1 STEP 2 NAILNG RLANI AT JAOB Exn90 tL.ArW I' BELOW SILL IiEXIBLE FLASHIA&W NG DO NOT SEAL BOTTOM FIN NUM�� STEP 7 FOLD NOUBOU" DC W N TAPE DIAGONAL CUT 6 ACROSS LEAD C WNCM PLUMBING VENT DETAILS SCALE: NTS P PLY 14, ANTNUOM P SEALAN AM06 AC IPPLT TO SDOW NA LAWA N RE -PING OLEO OR INSTALL 6' WIDE ADHESIVE - SACKED FLEXIBLE FLAGNM MATEIVA- OVER DRIP CAP JOINT(PRDTEcto-WRAP BT-204- - EGLIV) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS S6' VADE VALLEY FL 50t OR NEANE UNDERLAYMENT ASPHALT -� ROOFRG CEMEM FASTNMR TTIry 6' OF CENTERLNE II FASTNERS IN ENDOF SMNGLE TEND END KOw AT LEAST 1Y BEYON) V(LLLEV CENTERLINE 1'CUPPEDOFF .I DEGR �__ CORNER At 45 EE: �-SHINGLES TR CF YSACK FRpA VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE: NTS APPLY ON N2U lq EQJAW SEALANT A wND000M JOINT. FLUID APPLIED FLASING (LAICO W IM-SEAL RC -SS on EGJALI SLOPE SILL TO EX Nam, L IT IS THE CONTACTORS RESPONSIRWLTT TO VERIFY TIE COMPATIBILITY OF ALL PFkX=TS NCLUDNG NOUSEURAP, SEALANTS . SELF-ADFERINI FLASIMG MATERIALS USED 01,01120 CONSTRICTION 2. INSTALL ALL MATERIALS PER MANFACTWERS SRITTEN SPECPICATIONS RAISING, SEALANTS MAT REACT ADVERSELY F NOT COMPATIBLE. NOTE, CLEAN AND SEAL JAMS TO SILL JOINTS WITH DONS II9S FOLLOWING. COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SWOIJ4 SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITW SEALANT L It IS TIE CONTACTORS RESPONOWLTY To VERIFY TIE COMPATIBILITY OF ALL PRODUCTS MCLUDNG SEALANTS 4 SELF-AWEJRING FLASING MATERIALS USED DURING CONSTRJCTION. 2. F-ASNMG AT EXTERIOR WIDOWS AND DOOR OPENN(AS SNALL BE INSTALLED IN ACCORDANCE WTI HAMFAGTIPPER'S NSTALL.ATJON NSTRJCiIONS AND APPROVED PERIOD U OF F IC R103A U IN ACCORDANCE WRH FENESTRATION MANFA=MRER'S INSTALLATION AND F.ASNMG NSTRICTIOHS, SEALANTS MAY REACT ADVERSELY IF Not WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE= INTO A R C N I T E C T S 74 6 Design GrouP"1��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdEsigngroup.GGm AA #: 0003325 Z y W TV 0 0.� U 1>) C eF G BLJHDry ae LOT SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL: "2558-HAWTHOME" GARAGE SYnNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH iW. B 08 SCALE: 1/4"=1'-0- SHEET WA5 / i / —2x6 SUB-BANb W/1'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1�\ —DRIP EDGE I\ —1/8' TEXTURED FIN15W I \ I \\ is WOOD 2X6 Sue BAND 1/2' TEXTURED \ FINISH ® CMU / \ METAL FASCIA \ WRAP 'Vol FROM \ STUCCO, 1' FROM \\ i WOOD WALL \ \ A EXTERIOR WALL \ (FRAME OR CMU) \\ 6 NOTE: NOTCH FOR 2X6 SUB BAND ONLY T—r ®ELEVATION ®PLAN A VS' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • cm METAL LATH { \ WOOD SWEATWlh* OR cm WR8 LAYER'(, STUCCO WRAP(FRAME ONLY) WRB LAYER @, FORTIFIBER BUILDING PAPER w (FRAME ONLY) 11 L_� ` ROOFING CEMENT DRIP EDGE © FLAN B METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED / FINISH ® CMU //2x6 SUB -BAND W/I'x4' NOTCH s 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'-O' SCABBED TO TRUSS W/12d NAILS b'-8' O.C. MAX. 2x SUB -BAND Wl%*x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C9) WALL / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL Ca? WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL a STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/111'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T 6 0006 Grou i Inc L441 N. NUNALU NEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 Z d 0 0 F i SLTHDIV. & LOT. SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODE L "2558-HAWMORNE" GARAGE S7rING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EA B 8 SCALE: 1/4"=l'-0" S MET r A6 30" MIN. EACH WAY — MONOLITHIC FOOTING Z�— STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q dVLW-<. CELL SEE PLAN FOR SIZE AND 0 d SPACING REQUIREMENTS i aw SPACING REQUIREMENTS�� W o _� FM IY Z8" CMU WALL O 8" CMU WALL a CORNER BARS, SAME SIZE AS LARGER BAR I O o Z m _ +- 0'U' IN FOUNDATION WITH 30" LEG EACH +- 0'S" o >I d WAY AT ALL CHANGES IN DIRECTIONS a TOP OF SLAB TOP OF SLAB I .., SO THAT THE STEEL REINF. IS CONTINUOUS a �I MATCH AMOUNT OF CONTINUOUS BARS f/ EXT. ORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) ; EXT. PORCH SLAB 1� - VARIES �' a SCHEDULE TOP OF GARAGE I -I ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/Y' ISOLATION < -! 6 CHAMFER (2STORV) ,e'• W/ 1/I' ISOLATION 4" CHAMFER (1STORY) �,� 6" CHAMFER JOINT (WHERE ! -. APPLICABLE) z q4 24" SEE SCHEDULE M5 30' JOINT(WHERE (2-STORY) •" • EE SCHEDULE > FOR WxD, BAR SIZE, APPLICABLE) Z ° FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING iv AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS Ile 2 TO 3, PROVIDE 2 BARS), UNO x7 47' V EXTERIOR MONO -FOOTING (_,_'�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION @GARAGE SCALE 3/4"=T-0" CORNER BARS DETAIL 3 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING /{* GARAGE DOOR / ''k ul WALL W/ SYP RECESS pppjjj W ul m I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ g 0 /n p g+ 5 b1 NEW REINF. BAR SPACING. SINGLE BTM. PLATE tYYk9" WEDGE ANCHOR W/7' W W O m SECURED W/ 2- PART TO BE PT. PROVIDE DBL TOP SET IN STRENGTH w m 7' CAPPED IL g I EPDXY. MIN. EMBED PLATE EPDXY 5-1/7' EMB DWASHER HMIN. 6 OC U � GALVANIZED PIPE _i Q 8", UNO SIMPSN SPH4 OR SPH6 MAX_ WiFLANGE 0 BASE F. 0 FOLLOW ATION3 TM AND TOPL BANCHORS b � I SP CIIFICFOR ma m USE AND W/ 1 X 'I - COMMON NAILS FILL ALL MASONRY UNITS SET M H m PREPARATION OF HOLES, DO NOT USE 10d LU /;0, AT ELEV: w . HOLE. x 3" SEE SLAB SCHEDULE SECURE FLANGE TO a SLAB W/(4)1/4"X 21/4" +-0'-0' TAPCONS O'QQO TOP OF SLAB -� - a a Q 4" CHAMFER (I -STORY) • s 6"CHAMFER (2-STORY) RECESS AROUND GARAGE DOOR OPENING e 4 SCALE: 3W=T-U' EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON SCALE: 3/4"=1'-0 5 (W/UPLIFT) NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT SCALE:34"=1'-0 SCALE 34=,'�' LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/tOd MASONRY LAP TOP PLATE A MIN. OF 48" NAIL 16" O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN T. SPACING REQUIREMENTS U UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z W _ WALL W/ SYP No 2 STUDS SEE SEE SLAB SCHEDULE K PLANS FOR SPACING. SINGLE 4/1 ¢ ^ a Q BTM. PLATE TO BE PT. SECURE BT, PLATE TO SLAB W/10d MASONRY NAIL w ry{y TOP OF SLAB PROVIDE DBL. TOP PLATE 16•' O/C STAGGERED. ADDITIONAL METAL m U CONNECTORS NOT0.4-4 -° REQUIRED WHEN NO REQUIRED UPLIFT IS PRESENT. U O g"CMU WALL Z POURED LINTEL CONT. (TYP.) e ! < 8" CMU FILLED CELL (TYP.) �•o': _ - - - ., TOP OF SLAB I a SEE SLAB SCHEDULE 2X WALL FRAMING EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE +- 0'-0" SEE SLAB SCHEDULE 117' DIA SIMPSON ST82 BOLTS T , t AND BAR QUANTITY TOP OF SLAB Z m MINIMUM EMBEDMENT INTO - COLUMN PAD CE-O COLUMN PAD N ETEDUNDERWALLLAND D CELL, lf'FROM ENDSAND EVERTCALLY rQ�INTERIOR CURB FOUNDATION WOOD WALL 16,O.C.ED" MAX S°ALE:3'4"=''-°' (NO UPLIFT) POURD MONOLITHICALLY WITH 4 _ FOUNDATION AND SLAB SEE SCHEDULE - SEE SCHEDULE FOR MD, BAR SIZE .�i'��T " FOR WxD, BAR SIZE 1 AND BAR QUANTITY / ✓ AND BAR QUANTITY ///LLL 6' VARIES B' g• INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 3' M 9 SCALE:3/4"=T-9' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION .c SCALE:34=,'�' 11 SCALE: 3/4"=T-0" toasco"*. T�� L RECESS FOOTERRECESS FOOTER &,_,�SHOWER SCALE: 1"=1'-0" A R C N I T R C T i 6 GaM i 1� 41 N. RONALD REAGAN BL, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 b V a ca q R _LLL J __ [PROJECT# UDDrv. & LOT SILVERADO LOT #10 BLK #15 03719.001-10151 MODEL.• "2558—HAWTHORNE" GARAGE SWINO: LEFT PAGE: DETAILS 150 MPH a B 63'-10" 52'-8" 46'-8" 40'-8" 34'-8" 33'-2" 28'-0" 22'-0" 10 4'-0" 0 0 7'-0" 4'-0" iv 3'-0" Y 8'-2" lV O fV lV 34. w ' 14'-8" -- 4. 0„ lk v 0 10'-6" 15'-8" 21'4" 26'-8" 30'-7" 35'-9" 37'-11" MAR 40'-10" 44'-10" 48'-B" 54'-8" 60'-8" 66'-8" 70'-8" DOWEL PLAN SCALE: 114" =1'-0" A R C N IT E C T R Gro�usI 1n 41 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003325 ro h �i 0 Vl O F BUHDiv. a LOT SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL.• "2558-HATMORNE° GARAGE STnNG: LEFT PAGE: DOWEL PLAN 15VXPH E B TIE VERTICAL REBAR TO HORIZATIONAL RE._HOOK GROUTED BOND BEAM TIE VERTICAL REBAR Jc VARIES PER ELEV. / - -- Tt TO HORIZONTAL REBAR W/ 10" HOOK �'£i GROUTED BOND BEAM VARIES PER ELEV. •- ° - Z a - IV a O p � #5 BARS • Q�Q m El &I10" m HOOK CD .�a:a • �_ •'a e CLEAN OUT REQUIRED m K FOR INSPECTION •p ° m Hi �Ic O Il L. M 0'-0" FIN. FLR. • O TIE RT CAL IZONTAEBAR HORIZOMALQREBAR a� El W/ 10" HOOK "�TO BAR SIZE 48 BAR DIA ° - Z W LLl O #3 8" #S 30" �Ik CMU UNIT DIMENSIONS do I ARE NOMINAL SIZES 'Ik BAR SIZE 48 BAR DIA. OFFSET METHOD CONTINUOUS #s #T 4r' HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD ##44 24" MS 30" MASONRY SYMBOLS 3 SCALE' 314"=1'-9' REINFORCING %� REINFORCING "� 3s' SCALE' MA A R C N I T R C T i 45 Grousi In 141 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 u a h C :gtmDrv. a. LOT: SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODE. "2558—HAWTHORNE" GARAGE 3T/WC;: LEFT PAGE: DETAILS 150 MPH EXN B -NEmLNOTES 1.) CODES 1.1 FLORIDA BUILDING COOErM EgT10N, 2020 RESICENRrY SECTIONS R90I28 R608. 1.2 FLORIDA BUILdNG CODE,'RN EDITON, 20208UILgfd3, SEClION5198128210T. +.3 BMLgNO CODE REQUIREMENTS FOR REINFORCED CONCRETE TAd 318-19). 1.9 BUICODE REQUIREMENTS AND SPECIFMATNAJ FOR MASONRYSiRUGTUI✓ES (IMs dOW 1.5 AMERK:ANSOCISOCIETYOFgVILENGINEERS MINIMUM DESIGN LOADS FOR BUILgNGS AND OTHER STRUCTURES (ASCE T-+e). 2.)CONCRETE 2.1 CON CRETECOMPRESSNGTHAT 2B MY5: 22..11.11 PRECTD-DREINFORM PSI MIN. PRES-PRESTRESS RJENFORCEMEINTWPSI 22E GROATPER ASTM G]6-30m PSI NPMAX 3I8'AGGREGATE, 8'TO ii'SLLlAP. 3 SlRdNGBAR$: 2.2A 21 STEEL PLACED IN PRECAST LINTEL AT TMEOF FABRICATgJ ISlA1 A618/A618M (GRADE 80) 22.2 STEEL IN LINTEL AND IQ90q(OUTBLOCK (PIACED IN FIELD) ATRE AS15/AS+SM (GRACE 40). 2.3 PRESTRESS STRANDS AS IN M182-VkRE, STRESSRELIEVED2A1 KSI 2.9 DETAIL IN AIONS aC(.'OROMTCE VIITHAQ3+8-+d. 2.5 CONCRETING OPERATIO 10S,!LCpARYIMTH ACI STANDARDS. 2.8 D9.SN+RE PER ASTMA108YA+869M 3.1 3)3Aso CONCRETE MASONRY MTS ES-NGI'NFORM TOASTM CBD,NORMAL WEIGHTVUTH MORTAR NET AREA COMPRESSIVE STRENGTH 2G05PSI, 3.2 MORTAR SHA 101-OREREWI E. TVPE MOR S' 3.3 MIMM RTAR EO IF ARE REOIIIRED 39 BE LESS AGGREGATE PSI. CASONRY SliRENS Ix HA OF LBEE ANDMORTARSINLLNOT BELESSTHANFM= OF PSI. MASONRY STRENGTH SWILL BET MEli SHED BY THSMAT REDLSRMEIW HA OR,ALTERNATIVELY, BY llf'PRISM TESTMETHOO'VR£RE USM REQUREMENTS HAVE NDTBEEN MET 4) 4.1iUCT1RAL: 4.1 SAFE LOADVFTANLE ILES EARIM OF IPER FLORIDA LIRIELS HANG OODE NG OF B' AMTIi A RESIDE ACCEPTABLE B .OR FLOAl-ER GCODBUILDINGE-O , EdT - 2020 .71-21- SAFELOR808.8.3IXi ED OA BMLOINGCWEr1H EgTON, 2020 BdIDING,ND- 21B4.1 9.2 OESIG R VAY IW&UATE ON RATONATED L NA FROM THE ES A E LOAD AND TM8 402-18 9.3 DESIGNER MAY EvgM- R CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATNG MAl(IMUM RESISPNGMOMENTAND SHEN2 ATtl pSTANCEANlTY FROM 11E FACE OF THE SUPPORT 9.9 FOR LINTELLENGTH AT6'F'OREB-IS REQUIR DAT EA FILLED SOLID ELINTEL. TPNO MNTELS ONE (1)E5VERTICAL-N IS REQUIRED EACH END OFTHELINTEL. 9.5 LINTELST, NOT BE GREATER THPN 2 DAYS S-ESPANLUSTREEMENT.PROVIDED hT8PgtARY SUPPORT, NOT BE REMWED UNTIL 2 OAVS AFTER GRWT 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" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 WW IDd 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 GALVANZED. 6. 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 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESORPTION REMARK ,U (2) 2X12 --------------------------------------------I------------------------------------����� ; %, 8F16-lT/OM/ B 8F16-lT/0M/0B 1 � 1 1 ,% 1 m %% m 1 g %` 1 g ♦�-------------- % 4* % % 4p % 1 a `♦ � % % 1 % _ 1 ------ - L---7! % 1 1 8F16-lT/0M/0B 8RF14-lT/0Ml0B --------------cam ♦ i J* ,,�� ♦0 i %% �% L _ J 8F16-lT/0M/0B 8F16-lT/0M/0B 8F16-lT/0M/0B 8F16-lT/0M/0B - - - - - - ----------•a--------------------------------------------------------------------- p---------- T-O" LIFT BEAM PLAN SCALE: 1/4" = V-0" A C N I T E C T E Design Grou 1... 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde igngroup.com AA #: 0003325 W y Cam+ V O R F sU83Drv. & I4oT SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MOaEL- 2558-HAWTHORNEB GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN 15A MPH EJA B Of DAATE 03/02/21 SCALE. 1/4"=1'-0" 81-IEZT s #5 CORNER BAR W! 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP. BSIB" >K 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'X16" �FtP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL bt / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. , Q. \1 ��p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ��c PQS� F� 8x16 DEL. BOND TOP OF BEAMW/(1)#58AR BOND BE—A- EACH COURSE '\p�� G 8x8 BOND BEAM TOP OF 30" TYPICAL W/(1)#S BAR - BONOBEAM F = FILLED W/ GROUT I .\\a0� U =UNFILLED GROUT SOLID FROM TOP #5 BAR IN BONG BEAM .]J\p NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF WE, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/ 1 8x8 PRE -CAST CONCRETE p85�F�� NOMINAL�� LINTEL W/(1)#5BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY CORNER P� HEIGHT # OF #5'S, TOP �M DESIGNATION ITIS THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING OF BOND BEAM THAT XFXX- iTil MUB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34" 1'-0 1 SCALE: 3/4"=1'-0" AND XFXX-1T,OM/DB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING 40 AND XUXX -1 T/OMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON ORSHANK SIZE DRIVE PIN (MIN it WINDOW SIZE 300 MIN EMBEDMENT 1 \_ SINGLE BOND BEAM 1/4") W FROM EACH END AND AT LOWER ELEVATION IW O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 23116 TAPCON ., PRE -CAST _a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") W = SLOPE FROM EACH END AND 18" Z0n ro O.C. MAX. MIN 1-1/4" 'L EMBEDMENT 0 _ 2x8 (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 VIC 8" FROM EACH END AND SECURE TO SHEATHING UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN 1W O.C. MAX. MIN 1-1/4" N EMBEDMENT MIN. 2-12d PER BLK EA END TOP BOND BEAM Wl 7/1W OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" SILL CONSTRUCTION 4 SCALE' 11/2'=l'-9' C ARCHWAY FRAMING DETAIL al PROVIDE X DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL > I I SINGLE #5 CORNER S BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND, BEAM 8x8 CMU PIER PROVIDE #5 BAR MAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN, I I / EL STEREINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3!4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE 3/4"=T-0" A R C N I T E C T 8 Grou i gn ne- 41 N. RONALD REAGAN BL) LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdeslgngn p.com AA #: 0003326 W rn U b 0 V dl O eF 9 2 stmDIV de LAT: SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL- °2558—HATIHORNE" GARAGE SW MG: LEFT PAGE: DETAILS 150 MPH A. B BEAM SCHEDULE OZZEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION If. SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING LOADSGRAVITY & UPLIFT SAFE Wxlil" RECESS DOOR HEAD R LOADS 8"xiZ'RECESS DOOR HEADER mgm®®®® ®®®®®® ® m ®mm���m0m�m ®mmo��moom mmm���®vov®m�mm��mm�m LOADSGRAVITY & UPLIFT SAFE . 8"xl 6" RECESS DOOR HEADE ..,. 8"x32" RECESS DOOR HEADER WEB®mom MENEM mmmm��oo�®mmmo���mom A E C N IT E C T t 6 Design Grou 1... 141 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 a so y W h. O R. U O F SU13DIV. ac L.0til SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEXA "2558—HAWHORNE" GARAGE STUNG: LEFT PAGE: DETAILS 150 MPH EXP. B FDRA'03/02/21 : 1/4"=1'-0" T A N C N IT E C T E CJ1 CJ3 CJ5 EJ7 EJ7 EJ7 2X SCAB 4'-W LONG — ATTACHED TO BOTTOM EJ7 CHORD WITH 2 ROWS IDd NAILS STAGGERED @ 4" ON CENTER EJ7 EJ7 2X4 BLOCKING BETWEEN — TRUSSES 24" O.C. TOE NAILED EJ7 TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. E.17 EJ7 EJ7 EJ7 EJ7 ti I- to ✓� U U I I I ( I I I I I I I 77 a CJt u F U u x CJ3T = n L9 S n CJ5T I _ I q II 11 EJ7T EJ7T I N RIDGE N CJ5T I n U N1NI Autl x x n NNN CJ3T Cil u I I N ■ ■ ■ ■ ■ N n 11 I I N I�pN N N/ N ■ I Big N^ ■ ■ N■ ■ Ia 11 Y IININ NNNNNNNN_ ■ M ■ ■ ■ n 1 11 ■ n x N n n 1 I NN N 8. p p 11 ■ N a N NNNNN N u ■ ■ u . II II N I N N LL N I N I N IwoN N NNiNi��N N ■ ■ ■ it W u 11 �N N I Na�N N ■ I I■ ■ ■ ■ x n n III I I I I N I 0 6 E 0 0 0 lu I I LLI N I uN II N N N N n x u n H x N II p N Nz3� N N x a ppn II ppga RIDGE " p �¢Y ■ `eLL a n w n W u I N n n u >r r E N N N N N N N N MINI �.Q CJ3Ei �NRaIn 0a + a'mNO�a N N RID E —� 0.8 F x 1 a n a a y�A NOa��g®1 N N` II N n N n N 1A CJ3E pp 1 I n n AFL n u R n III N o m m v N o m m a Q Q Q Q Q Q Q Q Q Q a ¢ < a Q Q Q a Q Q a a m m FRAMING PLAN SCALE: 1/4" = V-0" p - 1,,,11 CJ3 wl ✓F -�CJ5 EJ7 II EJ7 II II EJ7 II yxxxxe= _ 11 I EJ7 A I I d CJ5 - I � 1 =�=sJ 1A =>s CJ5 II II ■ = CJ3 N 14 x CJ1 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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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 CASTCRETE 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 (4'1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. D ign Gr u LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.wm L AA #: 0003326 h 0 h O 91L7BDIV. de MMIN SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL.• 2558-HATMORNE" GARAGE SWING: LEFT PAGE: FRAMING PLAN 150 MPH A. B 0 SCALE: 1/4"=1'-0" SHEET s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS J2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (1 6) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2z SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'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 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS, (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L: 1430 LBS Z OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1B 1C TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE 3/4"=1' Y' BERES BICI®iBIlm 111CBESS 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 117' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD, I -JOIST CONNECTION L.B.W. 4 SCALE:34„=' D' (NO UPLIFT) OUTER 113 ( SPAN ONLY BTM. - PLATE Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 2x WOOD FASCIA SEE ARCHITECTURAL H 2x SECURED W/ (3)16d Z GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 1T O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Tx 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 GIRDER TIEDOWN REQUIREMENTS. A�1) SIMPSON LGT3-3DS2.5 GIRDER TIEDOWN WITH (4) t" x 5"TITEN HD TO CMU AND (12) SDS }" x 2 }'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 6' TITEN HD TO CMU AND (18) SDS J" x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }" x 97ITEN HD TO CMU AND (18) SDS }'x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, TEACH 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.) Lo 2R LC TYPICAL ROOF GIRDER CONNECTOR(S) "L BEAFS BACKER BLOCK THIC AM 4500 3l4" WOOD PANELS 6000 (2) 7I7' WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx12 HDG COMMON NAILS. EACH END TOTAL OF 10 LWIJOIST WITH BACKER BLOCK Lllj HTT4 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (18) 16d x 2-12" NAILS TO POST., POST TO SR DIRECTLY ON SLAB 4< 4. 05—LVL'WO OD POST CONNECTIONS SCALE: 3/4"=T-G' O W- DEPTH 1/4'0 IO - —HOLE EDGE >5/6' LI —HOLE DIAMETER <2/5•D SGL. STUD STUD NOTCHING �o�AND BORING LIMITS O SCALE: 1 12"=1'-0" ��'�n� =EISMEN, INEINE LE EDGE >5AT" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3W` SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/41° SIMPSON TITEN 80LT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLTU-BOLT, 5" HOLE DIAMETER MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. < 36.0 DBL. STUD E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1' 0" # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d 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. 7' COVER 8 Z'APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) �,OR 10'-0" MAX (W/2X4)� (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/(3)12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X_BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-U' (1) "X" BRACE SEAMS) 30'-P' TO 60'-0 (3) ")CBRACE SECURE 2x8 PT. PLATE BRACE 0 CENTER TO BLK W/ 12" DIA. (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC 1x4 DIAGONAL MAX, BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12tl's 8' PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE TRUSS ENG) CONT. 2.4 SECURED W/ REQUIRED (2) 10d's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� /L /� INTERSECTION NP- BTM. CHORD BRACING 6 SCALE: -'=T-( ' 6 EDGE CENTRAL SPACING SPACING SEE SEE T RG. OR BTM. CHEDU SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP, BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. = Z 2. END OF FRONT AND REAR LEDGER SHOULD a0 � LAP A MIN OF *-W. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °0 CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT DIA x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE VSMSPACNG CNIRALSPACNG A DOUBLE 2c8 12" Tor- 16' O/C B DOUBLE 2(8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 117, 8" O/C 16" O/C D DOUBLE 2x10 3/4, 6' O/C 24" O/C E DOUBLE 2x10 3/4, 6" O/C 16' O/C F DOUBLE 2xl2 3/4" 6" O/C 12" O/C s WOOD LEDGER DETAIL SCALE: _11-I'-O' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE "_''� 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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. %ALTERNATE MATERIALS SCALE: 3/4"=1'-0" A N C N 1 T 1 6 T a Design Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 w .abdesigngroup.com AA #: 0003325 _ J F m h U 0 y4 y 4 Fe C f: SVHDrv. & LOT SILVERADO LOT #10 BLK #15 P1ROJECT# 03719.001-10151 W0DET- "2558-HAWTHORNE" GARAGE 8TvnmNG: LEFT PAGE: DETAILS 15 H E . B 01 M. D M 03/02/21 scALE: 1/4"=1'-0" S*M= 1111,. S3.1A FLOOR DECK 2116 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0•' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0" SIMPSON H6 Wl (6)8d COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) Bd EACH END — COMMON NAILS, EACH END EVERY STUD E" EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPF16 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/Z' HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3. O.C. 1ST PLY STAGGEINTO RED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION 4 O z D mUU PER ELEVATION =z 1X2 FIRE -STOP ' MI #8 WOOD SCREWS x 2' LONG a 3" O.C.; STAGGERED OFF CENTERLINEOFF216; MI 3/4" AS SHOWN SIMPSON A23 EA TRUSS W�IN'G IPAFTN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d C9D 3' O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ 3' O.C. #8 WOOD SCREWS NOTE: a TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 7' LONG 3' O.C.; MI 2x4 BLOCKING Q EA. BRACE. TOENAIL INTO TRUSS W/ 4 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF NAILS G EA END MUST NOT BREAK WITHIN PLATE OF 2ND FlR ) CENTERLINE OFF 2x6', 3/4" AS SHOWN 214 BRACE 48" O.C. w/ (5) 12d MIN- FROM 2ND. FUR. FLOOR DECK NAILS @ EA END LINE 216 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI 8d RING SHANK NAILS g 4" O.C. MAX 0 ST. OF FLOOR TRUSS 8" CMU WALL AT 16" O.C. AND 6' FROM INTO BLOCKING (ST. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-10 EMBED. 16d NAILS 08" O.C. MAX 1X2 FIRE -STOP PER ELEVATION ja FLOOR DEC 4" PER ELEVATION PER ELEVATION LL ; z O= L$p� NAILING PATTERN VV 2 ��w PER ELEVATION <N=—zAlk PER ELEVATION PER ELEVATION jft PRE-ENGINEERED WOOD 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 17 D FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 .C. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REO BOND BEAM RED EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/ TRUSS PLAN) AT TRUSSES PARALLEL 32' O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL P`""' AT PARALLEL / PERPENDICULAR 5 scALE 34"=1'-a PRE-ENG FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT e PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS MP) 0 24" O C. NOT SHOWN FOR CLARITY) MAX e -- PER ELEVATION FOR STRAPPING e VERIFY PRE-ENG ROOF TRUSS SECURE 216 PT. PLATE TO BLK W/ TRUSS PLAN TRUSSTO TOP PLATE 5/8" GYPSUM BOARD OR VZ' HIGH W/ 1/2" DIA. ANCHOR BOLT N Z' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's e" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE O� PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1!2' GYP. WL BD. • o AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. 2x4 SECURED EACH FILL ALL HOLES, DO NOT USE 1(Ik9•' WEDGE ANCHOR W/ 2" SET IN HIGH STRENGTH 0'-0" TRUSS TO BE INSTALLLEDED IU-9- O.C. MAX. 10dx 7WASHER EPDXY 5-12" EMBED. MIN. @ 16" TRUSS/WOOD POST CONNECTIONS(�A 1 O8 10b 10c OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL `` M;M='rO POST C0NNEC110N V SCALE: 3/4"=1'-0" e A - SIMPSON MTS-12 U < 990 L-BS W/ (14) 10d GALV. NAILS. -• # B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 114N3"SDS, (1) 5/9'- A.T.R. TO HDU4 AND (10)1/4" X 2 1/2' SOS TO POST TRUSS CONNECTION @ L.B.W. n,, nL. POST TO SLAB CONNECTION .7O �7U SCALE: 3/4"=1'-0'• A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5M DIA. x 6" EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x e' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB & 26 16d x 2-1/2' NAILS TO POST. A R C N 1 T E C T• 6 GM i In 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 w .abdesigngroup.com AA #: 0003325 V W 0 V y O F 2 SUSDIV. & LOT SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL• "2558—HAWTHORNE" GARAGE SMING: LEFT PAGE: DETAILS 150 MPH QXP. B a e r r 1 T e r T e FIBERGLASS SHINGLES OVER "30 FELT PAPER ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER NAILNG SCHEDULE 14'-2' CLG. HGT.,� 9'-4' TIf ..._ _ STUCCO OVER FELT OVER PLYWOOD DBL STUD ---WK2) SP4 �- VXI0' WEDGE -� ANCHOR 0 32' O.G. (1' MIN. EMBED-) (2) 2XI2 HDR W)FLITCI-I PLATE. ATTACHED W/(2) MSTA-24 • EA. SIDE PRE-ENG TRUSS (STRAP PER FRAMING NOTES) MTL. DRIP EDGE 2x SUB -$AND —q 14'-2' ENTRY 5PIar- 14GT — VENTED ALUM. SOFFIT DOUBLE TOP PLATE I O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS-12 • 24' O.C. ENTRY DETAIL-ELEV. 'D' A SCALE : 1!1'" I'-0' Grou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 ro w h �i 4 `a, 0 chi V 0 -- SUBDIV. & LOT SILVERADO LOT #10 BLK #15 1pRoJ]ccT# 03719.001-10151 mODEL: "2558-HAATHORNE" GARAGE Sairra: LEFT PAGE ENTRY DETAILS 15 H . B �11 DvjxT 'I A 03/02/21 SCALE: 1/4"=1'-0" SHEET s3.IC T• ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP I (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE ENO FRAME USE 10d RING SHANK GUN NAILS O 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4- OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 12" 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3B" 0.113 F1 7 SCREW SHANK PER INCH) RSRS-01 8d RINGSHANK, PNEUMATIC 2 3/e" 0.113 F1B67 SCREW -NAILS RSRS-01 KAF I tK V K 1.uJJ _ ROOF SHEATHING EXTERIOR SHEATHING USE 1IZ' COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF_ SPECS.) SEE DETAIL. BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND G' O.C. IN FIELD ZONE 2e, 2D, 2r. 10d NAILS (M 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD SO RING SHANK GUN NAILS 0 4" O.C. .- TOP & BOTTOM EDGES ,. �.l li - a w w C7 .--_ —� �',II I --- I NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING Q 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ (_#8 Z' DECK SCREWS @ T-W O.C. MAX EQGES & 1T O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER 9D£ TYPE SPApNG RpMRKS aPPgUTxJN SRE TYPE 1.1 IT flA+-TO MF9pNRYYCONc. 099E HMDENED—L NNltt?MONO. SOF GIANGEDIl IK iO MASONRVICUNC. x-Dla NO WASHER TRPCIXJ MFWPNT FASTENER �� 11?EMBED.. d'ENDgsT.. 11?EDGE qST SCD.AL. IXT.1O 8 USENMDENEDCpI 9-QC ISIENE GPFAGE WOR &1CK YB"DW aA OIC rySDWI x'EM. r"ENDgST., x IT. SEE NOTES NNL1f?LONG. ERED MASClMY bNC.D LNSOIMVxxNJC. TNETaLSTRnrTo M E%PAN90N BOLT 2�QC (t?DVy YEWEgST. .NDowetxx DASEHWnDEruEocaL vnNoow�DoowPASTervEp CONTACT THIS ENGINEER FOR SPACING t?LONo. sTnoGeRED INTO MnsoNmrcoNc. NasoNRrlcax REQUIREMENTS PT, SEE NDTE6 INO ytWASHER F/STKER iB'OC qST. t?BFf1GE OLSi. WpuBTO C0IF.. SLAB W/ tWR4fER E BOLT 240IC _Eo; 2x PTW1NDOWBDCK G.f38'PAF�2 tlI' 8.OG a -END. qST. t PTTOSTEELCOL, SEE WI WaSHFA GGERED EDGE qGT t? NOTE s NOM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NCA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. U MEMBERS ARE NAILED AND 1, MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33TC33M MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%WR ENTRNNED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE B4AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROUNDWIHERE INDICATED ON CONTIAPPED NUOUS LCONEAMS RBARRIITH ME BRAAPE ELASTICITY = 1,400,000 PSI_ ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. INCHES AND SEALED E PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH Y CHAIRS SPACED T0- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWN S THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARB REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-conc—t REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOW6: #4 BAR - 25" 06 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD-noncon Wrrmt #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND 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 NTH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT' 10ps1 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 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 020)=15 (ASCE (FBC EXPOSURE B RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC UNINHABITABLE ATTIC WITHLIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED NTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50Psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GARAGES: 50ps1, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS' PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 60EHIHIICLE MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By THE MASONRY STANDARDS JOINT COMMITTEE. 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 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm It 2000 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWNGS IN THE FORM RUNNING BOND UNLESS OTHERWSE 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 WTH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED MA SLUMP OFT TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR 'T MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY 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, COMRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AG 318 AMID ASTM C94C91M OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 18 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 MNUTES. 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 SE THE RESPONSIBILITYOF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE FILL CMU CELLS SOLID NTH 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 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ka STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 Im 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 WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. MAR A R C H I T E C T S 6 Design G2 1nr. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J F h V y. 0 a O 14 sUBDM & LOT: SILVERADO LOT #10 BLK #15 PROJECT# 03719.001-10151 MODEL: "2558-HAITHORNE" GARAGE SVFMG: LEFT PAGE: DETAILS 15Q MP4 JE. B REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: DATE: 03/02 /21 A STORCONCRETECASTAGAI STAND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSI: SCALAL- 1/4 •=1r-0• B. FOR CONCRETE EXPOSED TO EARTH ANDKIR WEATHER 1-12" FOR Ml AND SMAU.ER 2. FOR Mi AND URGER SHEET C. FORCONCRETE NOT EXPOSED TOWEATHER 1 3/4' FOR SLABS, WALLSAND JOISTS 1-1Q' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS 1 J 10 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS r1 J"N DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: nr-Tou n J-Ut1ANNtL FASCIA FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @-' 12" O.C. MAX (INTO NEL 30 7DWOOD) IN J-CHANNEL SLOT k WOOD BATTEN 10 STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #6X3" WOOD SCREW OR 0 TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. O STAPLES INSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT --I 30 J-CHANNEL— i„ nF=TAII G J-UNANNtL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN'L'—.w iw—SPAN'L'---�_ 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 (NOTE: 1) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END ❑© BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO / BY OTHER 2-1/4" EMB. 0 - DETAIL B J-L:tiHNNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 0 STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S t(D INSTALLATION SCREWBATTEN ATTCHMENT FASTENER SPACED 24"MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETEICMU OR WOOD (NOTE 1) 0 J-CHANNEL J, i DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 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. .ff gffz'• 3.519 EAVE WIDTH •= zffj?ff;iF:f• • .375 .375 (ROOF ••i?F 3.625 3.625 OVERHANG) 5 \ � 0 .4 12 "CONCRETE; OA CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A N C N I T E C T S DesM n Grouna 1Y4 L9'NGWOOD, rtVrvIiLU RFL 27L27-3IY50 ""' LO PH: 407-774-W78 FAX: 407-7744078 www.abdesigngfoup.com AA #: 0003325 w q w 0 R h 0 a swan►. a. LOT SILVERADO LOT #10 BLK #15 PROJECTµ 03719.001-10151 MODEL.• "2558-HAVITHORNE" GARAGE 8TrMO: LEFT PAGE: SOFFIT L10DETAI H LXPB 8 sCALm: 1/4"=1'-0" SHEET SD w ft