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HomeMy WebLinkAbout6560 Cobble Bliss StL-1 ��558-HAWTHORNE FOR: U. B R, HOR110Y T IE- r 12602 TEL_EC,-C:>M E:>RIVE, TAMPA, FL_ 33637 Teal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -IWF= BUUDI(; COD& F=ZhM#j,, ABV ABOVE LAV, LAVATORY DATE DESCRIPTION 7M Off= (2=) -AM IWAL MD STATZ CODIM A AIR CONDITIONING A ADJUSTABLE A T ALTERNATE LUM. MO. NOR LUMINOUS 11111111 CABINET MANUFACTURER 06/25/19 ADDED 150-C ZNGTTTG ARCHITECTURAL SHEET # DESCRIPTIOdN 07/26/19 ADDED STONE CAP NOTE TO FROfff S!"ATION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637,t TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE VB KIN. INTERIOR FINISH CLASS B -BASIC WIND SPEED Vult=150 MPH Vasd=116 MPH - EXPOSURE B :I -STORY RESIDENCE 2-STORY RESIDENCE 1W. HEIGHT AS PER LOCAL AND STATE CODES ANT AMPERAGE B . BOARD CL CENTERL[NE CAB. C T C G. CEILING C F CLEAR C NC CONCRETE C CARPET C'T. CERAMIC FILE D DRYER DBL DOUBLE D.G DUAL GLAZED DIA, DIAMETER DIM. DMIENSION DIS . DISPOSAL DR DEEP DR_ DOOR DS. DOWNSPOUT D DETAIL MIN. MT. M M NTS, O�c PL P3, PIL PL PLYWD PR. PT R. RAD, RA BEL. RM. B.C. MINIIIIUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSFIBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR REFRIGERATOGRRL ROOM ROUGH OPENING PG ER ET C'ifOV N RFE 0 PG G1 GE E N TES PG AI -FLOOR PLAN P A2D-ELEVATION -D: FRONT & REAR PG A3DiE1%1&0N "D LEFT & RIGHT PG Ei- PUN PG PI -PLUMBING PLAN PG MI-XECHANICAL PLAN P DI D G - DRflj PG D2- PG DW 3 RODUCT APPROVAL LISTING PG ATEW.A ASSEMBLY DETAILS PG WA2-WA L ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY D AILS PG WA5 WALL ASSEMBLY DgAILS PG WA6-WALL ASSEMBLY DETAILS 07/26/19 ADDED OpnONAL p=DENT LIGHTWO AT JUTCHEN 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON TO� �/Ig -UPDATED LED DETAIL BUBBLES PER D.ILHORTON 11/06/19 REVISED CALLOUT ON FOUNDA71ON FOR INTERIOR WALL W1 UPLUT. 01/20/20 20/20 ADDED SIMPSON CONNECTORS LLO. USP 11/18/20 MADE REDLINE CHANGES FROM EKG. FOR 2020 CODE CHANGE /18/20 11/ WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES Loi/w/m REPATHED XREFS FOR THE 2020 FBC -STATE OF FLORIDA SQ.FT. CAWA PROFESSIONAL ARCHITECT: DW DISHWASHER EA. EACH S C, SD SOLID CORF EXT OR SMOKE DETEC OR ROLAND A. ABOUCHACRA ELF ELEVATION EQ. EQUAL S H SHE S LEBUNG SHEET AR No. 93723 EXH. EXHAUST EXT.X EXTERIOR FU./F F GLASS SHTBG SHWR Sim. SHEATHING SHOWER SIMILAR A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 LIVIW. 2,531 80. FT. GARAGE 611 SQ. rr-T. ENTRY 51 Sa COVERED LANAI 2W Sa Ff. F.G. F LGAS FIN. F SIT F FLOOR FLUOR. FLUORESCENT F DR FRENCH DOOR FTG. FOOTING SL SL GL STU SWS TE211P SLIDING SLIDING GLASS S ANDARD S R WALL SECTION TEMPEJUiD GLASS Tel: (407) 774-6078 TOTAL 3,405 Sa FT. GA. GAUGE CAR. DISP. GARBAGE DISPOSAL. THK. TO.C, THICK TOP OF CURB Fax: (407) 774-4078 G.F.L GROUND-FAU1 T CIRCUIT INTERRUPTER' GL. GLASS T OP. T.O.S. TYP TOP OF PLATE TOP OF STAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG SI.IA-DETAILS PG S1.2-DOWEL PLAN 0 13D. GYPSUM BOARD ONO, UNLESS NOTED H B HOSEBIB OTHERWISE kC HOLLOW CORE V VAPOR PROOF BUR HEADER W WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT OR ITT HEIGHT INSUL INSULATION W, WD, WITH WOOD PG SI.2A-DETAILS PG S2-LIFT BEAM PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT, INTERIOR WOW WE W1, WINDOW WATER HEATER WROUGHT IRON PG S2.1A-DETAILS PG S2 . IB DETAILS PG S3 FRAMING PLAN PG S3.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAKING OR EXPLANATION IN PG S3.1B-DETAIIS PG S3.1C-ENTRY DETAILS ELEVATION 'D' PG SNI-DETAILS PG SD1-SOFFTr DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE UVEN GTENE T%D FORUNC AJ�ASPECTS OF THE �v Tr % Ajvn 'l g I I A It N IT E C 6 GMSO-a ' Wa 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 vAmabdesigngroup.mm AA #:0003325 0 I. o F-sui3mv. SILVERADO LOT# 26 BLK 10 PROJECT# 03719.001-26101 UODET_ "2558- HAWTHORNE" C;AJP-#.GE ISMWG: LEFT PAGE: COVER SHEET 15AH W. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SIITE WORK i . 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 HEFEIN.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. 1 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM Dl 557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. 00 NOT BACKIFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (MERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TOBEAMINIMUMOF T- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GAMES AND CARPORTS 1 . GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.51 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 1318 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 R302.52 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN V�INCH GYPSUM BOARD OR EQUIVALENT. 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.' 71MBER 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1, NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE 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. PLUMBIN I . 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) NTH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOWCONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXtERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1 , WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/8'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, 112- 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-1 063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2'GYPSUM BOARD. R302.7. EXTERIOR CEILMS 1 . EXTERIOR CEILING TO BE 112'GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE"W" DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONMUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/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 3OFFrrS 1 . EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N I T 9 C T III G r2r%ae* Magn o Vu, .0. . 41 N. RONALD REAGAN BD LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 64 04 04 to g SU13DIV. & LO SILVERADO LOT# 26 BLK 10 PROJECT# 03719.001-26101 MODMIL4 "2558- HAWTHORNE" GAP -&GE 8WING: LEFT PAGE: GENERAL NOTES 150,4PH EAB 12'-4' 2'-4- 5'-4- 1m' -0' 13'-0' 3'-4- 30'-9' 32'-9' HISEGRESS in - ---- ----0 - 5-SH I v TUB/ I in O I m I v m PAN. I I 16 RANGE ry,10 I� I � I- BATH (� � ''Y=J Y 12 e - KRUiEN B EDR �M 4 M 3- .4' � 9'-4' CLG. 2'-4' BEDROOM 3 I v �+ CAPE + v I I 9'-4' CLG. W V-4' CLG. I x I (0 N �})`j - - - - - - - - - - 0 ? rrFLAT Ho 8 ¢ I ^ AFF. A Al FLAT HDR `b I I 0' I _m, 5'-9' 8'-9' 4'-6' -0' 8'-6' I I AFF 5'-2- '-4 3' 6' 2'_4. I 6'-8' 6'-4- 3'-4- 6'-8' - r v o l ® I I J I I I I rRY [A. 0' 4-_8. 14-22'' CCLG. I ?@ TO 0 1 COVERED I� 9 rGMTM a ® 0 I LANAI M y.CLG. FOYER I 0 a LAUNDRY v I I BARREL CLG. °, ii I Gi 9-4, CLG 0 i I I FROM 8'-4' TO 8'-W 3'-e' W-0- 4'-8' 4'-8' =L==J -ISH _ - -j STOR w.LC. " :e I w.LC.III b rL 13N I I s -------------1 J m 9 ®-� 0 �uW r--4m ro - - '- - - - - BARREL CLG. Q I 3-CAR GARAGE I 18H FROM 8'-4' f 1 9'-4' CLG. 0 O'X36' T08'-8'-� 1/2' -2 6 �, - tw- BATH 4-_ e - BEDROOM 2 PRE o I BEDROOM CL6 m B M aX� CL& W.I.C. TRAY CLG. 70 10'-0' 9'•4' CLG. BATH Z J 2' STEEL PIPE 0 J I 9'-4'CLG. BOLLARD D LJ 35-SH 34- SH IH4-SH 25-SH EGRESS 42' H. KNEE TEMP. TEMP. EGRESS HB WALL W/ TEMP. GLASS W/ 24' TEMP. GLS. DR I' 1'-4' T'-4' 5'-4• 5'-4- 5'-4' 12'-4' 20'-4' FLOOR PLAN SCALE: 1/4 • I'-0' NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CARE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL DIFEN61ON6 ARE FROM FACE OF n %* BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UND. - ALL INTERIOR WALLS ARE 3 V UNO. • DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. - AIR COMPRESSOR SET ON 44'x'44' POURED CONC, PAD. PAD BEGINS 6' FROM EDGE OF 6TRUCTURE. - SEE SHEET GN FOR GENERAL AND STANDARD BUILDING NOTES. . ALL WADITA15LE ROOMS TO NAVE AMC FAULT CIRCUIT INTERIM PRR . ALL FULL HEIGHT BLOCK WALL6 BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SHEAR WALLS. RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-I/4' LOW WALL 2'X6' STUDS • 16, O.C. W/ 1/2' DRYWALL SQ.FT. CAM IS LIVING 2,531 SQ. FT. GARAGE 611 $a FT. COVERED LANAI 200 SSO.. FT. TOTAL 3,405 $Q FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED WxW SQUARE LATICRETE BY HYDRO BAN, R.O. SHALL BE 145' x 14.5'. BOTTOM SHALL BE INSTALLED AT 54' AFF. U.N.O. LOAN 11IRM ND�BTM/EF00113 dD6 CI91100 III R E tAOUHODMb mumI)DTI4E FOXAM MIN WINDOW 5 5 243/-325 CRITERIA EXTERIOR SWING 24 5 22.S/-2W DR MIN CRITERIA SGD. MIN 96 5 20.9/-25.4 CRITERIA SWO O.H.D. 56 5 21A/-21.1 16010 OAD. 112 5 205/44.9 BASIC RIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL RIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP MATERIAL TO CABINETS.BI INSTALLER SHAL131 tlNET INSTALL FLAT BAR REINFORCING 4EN �4 BRACKETS AS - 3 NECESSARY. m= I TYP. CABINET SECTION A SCALE: NTS A E C N I T E C T E 6 GrMDesign ..! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA p: 0003326 m 0 F a SU13DIV. Sc TAT: SILVERADO LOT# 26 BLK. 10 PROJECT 03719.001-26101 1tODEL "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: FLOOR PLAN 150 PH E B 9'-4' BRG. HGT.s I'-0' RAISED STUCCO---_ BAND (TYP) FOAM CAP V-4' BRG. HGT.h 020'-2' BLDG. HGT. SHINGLE ROOF 12'XIS' DECO LOUVER 4 12 CRICKET 5 14'-2' BRG HT. --------- 0 ENTRY 101010 AREA OF ATTIC = 3674SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 = 12.25 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL#OF VENTS REQUIRED = 7.66748 TOTAL#OFVENTSPROVIDED = 8 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEALFOOT = 881.76 /11.736 TOTAL LINEAL FTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) I'Ellmn FRONT ELEVATION - SCALE: 1/4' • I'-& TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE: 1/4' • I'-& TEXTURED FINISH IS'Xl2' DECO SHUTTERS (TYP) FOAM GAP �I FIN. FLR. .8 D STONE VENEER 4' P-2' \\ I .1 I I [FRI] s 2 I I I �LLQ�U�YVE�R�TL. D --------------------�\ f 5 2 I I 3 0' I-2• I 5' RAISED SIDE I STUCCO BAND LITE (TYP) I I I I I I I I I 2 e I I I I I I I I � I I I I I ENTRY DETAIL A SCALE: 1/2' . I'-0' � I i m BAND DTL. c BAND DTL. B SCALE: 1/2' • P-0' EBAND DTL. F BAND, DTL. BCALI-: 1/2' • P-0' A E C N I T E C T III 6 Gre'In c. 1441 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA B: 0003325 h b 0 y O F SUHDIV. & LOT-4 SILVERADO LOT# 26 BLK. 10 PROJECT#t 03719.001-26101 MODEL' "2558-HAWTHORNE" GARAGE BVMG: LEFT PAGE: FRONT & REAR ELEVATION :: D:, 150 MPH E B m D�lFEc 07/15/21 9CALM: 1/4"=V-0" B MET A2D 1� OFF -RIDGE VENT OFF -RIDGE VENT 5 Ii OFF -RIDGE VENT OI4'® ENT-2' Br- HT. - —' R 5� OFF -RIDGE T 9'-4' BRG. HGT. 9'-4' BRG. HGT. a a FOAM CAP E:1 m ..0. 0'-0' FIN. FLR 0'-0' FIN. FLR M.8 G D — — — — — — — — —---------- ------------------ STONE VENEER LEFT ELEVATION-D SCALE: 1/4' . F-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS V-4, 5 ----- ® ENTRY I II OFF -RIDGE VENT I�5 v FOAM CAP 9 FIN. FLR 0'-0' FIN. FLR GD — — — — — — — — --'----------------------- ------ - I .8 GRA STONE VENEER RIGHT ELEVATION-D SCALE: 1/4' . 1'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS A E C N I T E C T 8 11.6 Design PH: 407-7748078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003326 W P, 0 y4 2 W A G LLF` SUBDIV. & I.OT' SILVERADO LOT# 26 BLK. 10 PROJECT# 03719.001-26101 MODEL' "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION "BDNP" 150 W E ELECTRICAL LEGENE) SYM. DESCRIPTION -tw TANDARD SWITCH -4 WA -WAY SWITCH 4 LAN -WAY BUTC44 _WA 4 MER SWITCH HE ]BUTTON FL`l leca-NEcT T HERMOSTAT -e =NGLE RECEPTACLE (125v/20-AMP LE POLE) I Ov DUPLEX RECEPTACLE �JTH :I IVV DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT NTERIJPTER/TAMPER RESISTANT TYPE) l0v DUPLEX OUTLET (HALF OF OUTLET UIRED TO SWITCH) 4fi-_ EXTERIOR WATERPROOr/GFI RECEPTACLE (GROUND FAULT NTERUPTER) =0 IOV CAJADPLEX RECEPTACLE Ov DUPLEX RECEPTACLE (FLOOR IOLNTED) '20V RECEPTACLE (4 WIRE XX44ECTOR) -0 )EDir-ATED RECEPTACLE I-0 JALL MOUNTED LIGHT ILIN3 MOUNTED LIGHT *NDANTLIGHT Zr_( LOOD LIGHT LL SCONCE PRE -WIFE T PAN WITH LIGHT (I CFM PER Sa FT.) IBULS LIGHT FIXTURE BULB LIGHT FIXTURE AnaaaA 5ULI5 LIGHT FIXTURE - TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT 'FLUORESC-ENT LIGHT (RECESSED) x4' FLUORESCENT LIGHT (SURFACE T) 1_,Wl 'x4' FLUORESCENT LIGHT (RECESSED) F-0 I FL T) ESS LIGHT E LIGHT (VAPOR PROOF) ING MOUNTED LIGHT WITH J-50X OPT. PAN ICAL PANEL (FIELD VERIFY TION) ICAL METER (FIELD VE IrT Tlow He -BOX (WALL MOUNTED) -50X (CEILING MOUNTED) ILIW. MOUNTED FAN T FAN (I CFM PER 60. FT.) JACK OKE DETECTOR (WALL MOUNTED) OKE DETECTOR (CEILING MOUNTED) MXIDE DETECTOR D�lo ;14 IMES ILING MOUNTED OU GARAGE OOR OPENER TV V JACK a 5 PORT JAcxS 4 PHONE aUTTELETS 4 rANs TO BE VERIFIED 0 HOMEOWNER PRE-O"TRUCTION MEETIW- ALL 15 4 20 AMP BRANCH CIRCUITS TO 15E ARc_ FAULT PROTECTED PER ELECTRICAL PROVISIONS Or MCR Ith EDITION (2020) 4 NEC 210.12 2M EDITION, 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY Or 50 OPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBQR lth EDITION (2020). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERMPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SMALL BE NON METALLIC CA5LE PER ELECTRICAL PROVISIONS OF F5CR lth ED (2020). ALL WOW TO COMPLY WITH ELECTRICAL So FOCR ITH ED (2020). PROV SI(% ALL LZ SHATHE DUILDER ST 09_9N9WAj EFFICIENT ggMif�� CCNw (RESIDENTIAL 2020, Ith KIT MW ,--I in.CAFE k— ry-+ IV' Ts�a 41- -0. 0 El GF If PRE -WIRED CLG.FAN PRE -WIPED lo COVERED LMAI 19 PAN PRE -WIRED L CLG. FAN T_ BEDROOM4 GREAT ROOM al� U 18S. 60 BEDROOMI CLG.FAN Q_ W, L - — — — — — — — — — — — — — — — - i i r I.C. Pwic wic. C BAlnHl jl� ym zn LED LIGHTING LED LIGHTING LED LIGHTING @ DOUBLE LAV. @ SINGLE LAV. @ SINGLE LAV. MATH I EATH 2 OATH 3 cil c r LAURRY "I/Co Gsr' MR i BEDROOM 2 PRE-WIRE0 CLG. PAN VP ,ATH 3 BEDROOM 3 PRE -WIRED CLG.FAN A FOYER Pa FOR CHIMES-, CUR* 4'Ar-F. GFI CLG. OUTLET GRIP 4'AFF. LIGHT 4 BLUITC44 IN ATTIC GARAGE 44'Ar-P. GFI CLG. OUTLET _jj OUTLET 0 H FOR IRRIGATION TIMER METER FIELD VERIFY ELECTRICAL PLAN. SC -ALE: 1/4 - I'-V' FOR COACH LIGHT FOR COAC44 LIGHT 1-6 CU GND 2" CONDUIT OR 1 -4 AL CiND N 2" CONDUIT. "TE ABOVE SC"IT - OVERMAW,0 200 AMP ELECTRICAL RISER NOT TO SCALE CONSPIAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WIT14 ELECTRICAL PROAMONS OP 0 COMBINATION CE DISCONNECT ELECTRIC THE L LOCAL CODES, AND OUTC44 AND ALL LOCAL POMR COMPANY FISOIJIMEMENTS, METER IN NEKA 01 ALL CON=TOFIS SMALL BE TYPE THHNM" .E68 NOTED OTHERWISE F2V_V_A/2R I mom ENCLOS1,11110 TELEP44ow SERVICE IT AW R A 7NT ""S YENTRAW-E EQUIPMENT NTER&YOTEM momom TERMINAL AT &RACE L=OIDUVOLTAMGE!� CONNECTIONS PROVIDE 240 AMP, 120/240 VOLT, I PWADE — 1 -4 CU SERVICE collouND SECONDARY ELECTRICAL SERVICE. PROVIDE .3 CONNECTED TO C4DNCMTI! 2/0 OC"PER (CU) IN 2" DIA SCHEDULE W PVC ENCASED POOTER STEEL PER COMU T OR PROVIDE 3 14M ALUMDQ" (AL) IN 2" DIA 1"OULE W PYC CONDJIT LNLE66 ELECTRICAL PROVISIONS, OF SERVICE 16 PROVIDED BY T14E ELECTRIC COMPANY. COORDINATE ttqTI4 THE ELECTRIC 5/0" DIA X III " LOW. COMPANY PRIOR To BID. CLAD CW%OLND ROD A R C N IT E C T 8"N G r2Design o qltr a— LO N GWOOD, Fr;�7W­_' PH: 407-774-6078 FAK 407-7744078 �.abdesigngroup.com AA #: 0003325 poll 14 q4 I I I plaul3mv. & LOT-.1 SILVERADO LOT# 26 BLK 10 PROJECT# 03719.001-26101 MOIDEI- "2558— HAWTHORNE" C;AP—*.GE STFMG: LEFT PAGE: ELECTRICAL PLAN 150 11PH EV\ B 9-0- F`PRMT DATE: 07/15/21 9CALJC: 1/4"=l'-0" SHEET E I HB 0Ell im Ell El ot 0 0 0 O-0 ------ TUB/ O � I C I �I CI � �'I -I p 0 ►�—------- v I1'-5 1/2' — 7'-8•------ I6'-II 5/8' 1 -, 1, " 15'-3' --- o 0 o II I 1 I I I I I I I I I I I I I I I I I I I 1 I I I C_01 I I I I 1 1 1 E� I I I m II I II 0 I I El I u°�_J -I I I B 11 I c I I I I 1 is 0 O O — 9 � —� r r r > I I I I I I I I C I L I I I I I I I I �n I I 1 r 1 l i C 1 > O v coNd L —_ n O1K El 11. 2' VTR KITCHEN SINK W/ AUTO VENT H5 f � 2' 2' VTR 1 1/2' VTR 2' R �, i f2 I I I I LAV, TUB 25'-2' 2'-8' 3'-'I' 4'-5' 2'-5' 14'-10' ILAV. i 3' 3. / r�3' •NWR 3' CO �I 3' 3' WASHER 4: PLUMBING PLAN TU WC TO SCALE: 1/4 • 1'-®' PLLUUM15 MAIN L.T. PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. A R C R IT E C T 3 Grou i In . LONGWOOD, FL 32750 �- V PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA #: 0003325 h 8 m O 0 F EIUHDIV as I.oT SILVERADO LOT# 26 BLK. 10 PROJECT# 03719.001-26101 MODEL: "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: PLUMBING PLAN 150 MPH E B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS °SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS 1 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 EWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH POO 'ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG RECOMMENDATIONS AND FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL MECHANICAL PLAN SCALE: 1/4 • 1'-0' SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS 69>00 TOP CAULK P.V.0 OPTI/SPEC (D LOOR SLAB CLEAN —OUT (TYP. ) COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' 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' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "SXI I/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUMX�REFRIGERANT ETURN ON AND LIQUID AIR SUPPLY LINESAIR HANDLERRIOR WALL VC 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 POOR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION W1.2A HVAC DRAINS A R C N I T E C T 5 6 Gr * i In 41 N. RONALD REAGAN BU LONGWOOD,FL32760 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 000332E k Qi 4 0 a 0 F i; aUBDIV. ac L:OT SILVERADO LOT# 26 BLK. 10 PROJECT# 03719.001-26101 MODEL.• "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: MECHANICAL PLAN 150 JIPH W. H DAR� 07/15/21 9CAL M: 1/4"=1'-0" SHEET M1 ON 2X4 TOP PLATE A N C N I T I C T 5 PLAN cow-eeeFao PRE-FAB TRUSS VY Ti110(1 COAT °' CrL •EC 1/2' GLG. BOARD T 611%C u•AL roR DIIQB=y To IaNgICB'ENf ^w NOTE: STUDS IN 5' DIA. SLEEVE, rNecaer AnAO&PIER IDS I PRO A.�R Grou PARTITIONS SUPPORTING DO NOT CUT An�TeL RM 1/2' DRYWALL WALL HUNG PLUMBING REBAR °r1 '"� °L'� ear° pie woo 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL PIPE CABINETS SHALL BE NOT 1eA7�R°""� LONGWOOD,FL32760 LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT rrLCMeL.•v. R:R •A•LNe �(�L PH: 407-774-6078 SOLID GROUT THE BOND am aALY.°TEEL DOOR """" FAX: 407-774.407E 2X4 WOOD SPACED NOT MORE va•en•.a.DO. FMtvtDTRACK °"�'Tao Ei° www.abdesigngroup.com SECURE BT. W/ (I)- «5 BEAM PLATE TO SLAB STUDS •24' THAN 16' O.C. OR. NOT _ r000 EAee mooD Are PER AA #: 0003326 o,C (2) COURSE REBARS I'ROCxlOT CALV.°TEEL OVERFE:AD Done W/ 10d MASONRY LESS THAN 2x6, WHERE NAIL • 32' o.c SPACED NOT MORE MAX THAN 24' O.G. -- ArnmvAL REo. VERTMAL TRACK BneTnEHE'Uo TC r n eY oncR° TRACK °RACKET° Roc' evPRODUCT .BLAB MPROVAL REM 0-0' FIN. FLR 2a PIPE THROUGH BOND BEAM 28 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' D1 SCALE: 3/4'.I'-0' D '�''�''"•' (I)TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-& 2X4 SPF 24' MAX. FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 110D.1.1. ROOF SHEATHING O.C. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER rq 0 a to O I C FIBERGLASS SHINGLES AS PER FBCR 905.1.1. THICKNESS A9 PER PER STRUCTURAL DETAILS SHEET SNI. WITH UNDERLAYMENT SHEET SNI. SECURED PER SECURED PER AS PER FBCR 908.I.L ROOF HE AS PER FASTENER SCHEDULE FASTENER SCHEDULETWIC*c• ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR I/1' HIGH 1. 9• SCHEDULEPRE WD. TRU88 2x FASCIA PER STRENGTH GLG. 2x FASCIA PER MAXMAx 'd'X' ELEVATIONS BOARD REFERENCE ELEVATIONS O• STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT (ass,• CONT. 2x RAT RUN SECURED PER ; SEE ENERGY CODE FORS FOR WALL SHEATHING STRUCTURAL DETAILS PRE-ENG TRUSS PRE-ENG TRUSS INSULATION R-VALUES THSNI. SE 8 AS PER WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION ON R-VALUES FOR SHEET SNI. SECURE PER THICKNESS AS PER a I.-m, PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET ER SECURE PER 2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE ELEVATIONS pH ELEVATIONS 5/8, GYPSUM BOARD OR 1/2' • PRE-ENG. GABLE TRUSS ON SHEET SNI. VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH GLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER 2 PT SECURED PER SPECIFICATIONS STRUCTURAL DETAILS R-4.1 INSULATION x . STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.G. Z,Ix2 I/2' THICK, 2 COAT PQRTLAND P.T. FURRING 8' CMU CEMENT PLASTER APPLIED STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I/2' THICK, 2 COAT I/2' GYP. WL. BD. , CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0FIN. FLRj — • _ _ — 0'-0' FIN. FLR 0'-0' FM. FLR • _ 0'-0' FIN. FLR • a e, GMu • Q. tl. ROOF SHEATHING THICKNESS IS tl. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN - a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 ° 1TH EDITION, SECTION R301.13 41TH EDITION, SECTION R301.13 AND 160S.5.1. AND 1605.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION " " H " NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE BUHDIV. Ac LOT: SILVERADO LOT# 26 BLK. 10 PROJECT# 03719.001-26101 "ODEL: "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4•.I'-V' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE ji WITH FBCR SOD.1.1.1 OF THE FBGR �� WITH FBCR S05.1.1.1 OF THE FBCR fsT 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486E TYPE III TYPE II OR ASTM D486S TYPE III b OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. G 23 PRINT A 07/15/21 SCALE: 1/4"=1'-0" SHEET D1 im 2X6 P.T. - CENTER OF: DOOR HEADER GECUREO W/ (1) 1/2' X S* J'BOLT W/ 4' MR EMBEDMENT W/ 2- X 2- X IW WAS14ER 4 NUT OR F (P 112, X BOLTS 4 NUT7 SECURE 2x4 TO BLK till 19 TAPCONS 1/21/1'mom. a, or, 4- END DIST, I 1/2'EOM DIST. 9 6IDEfk 9 — 2X& GARAGE DOOR BUCK SECURED LU/ (0) V7 V J-DOLT OR ANCHOR X OR BMTG,LLO/4'MIILVIAEDMNNT, 2' FTWE d.:2 I' X 2, X V&, U16AMER 4 NUT. (1) WITWN 9' OF TOP (1) UT14N S' OF EITM ISTM, 91 (3) EVENLY SPACED. 91 NOTES. ALL ANCHOM SWA" BE IN ACCORDANCE TO MANUFACTUREF" INSTALLATION INSTRUCTIONS WHERE M,3W ATRINr AUcW NATNUCTlexa Ajar FNT GARAGE DOOR rl_`�BUCK ATTACHMENT ��3 sc�' w-r— — -Lr LIV DRYWALL 1.4 P.T. OR S/4'X4'MR. SECURE THRU FRAME 4 I'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONG DOOR CAONG (MIN SIZE,143 MIR SIZE 300 = MIR EMBEDMENT 1-1/4' WITHIN V OF EACH Elll� DOOR JAMB OR WINDOW 4 18' OC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE� SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" m NDOW TO BLOCK +3/4" OR +5/4" wi­­T� 2X4, 0111 SECURE TO BLOCK wt 3/16' TAPCONS (MIR SWANK SIZE .145 MIR 14EAD SIZE 21M MR EMBEDMENT 1 1/49 UT14H 8' Or EA 44 C END 4 w Oa MAX SPACING. 2)(6, = SECURE TO BLOCK Wf(2) 3A6* TAPCONS (MIN. SWANK SIZE .145, MIN. HEAD SIZE 300 MIR EMBEDMENT I V49 W'T�IN 6' OF EACH END 8, CM 4 16 OJC. MAX SPACING. DRYWALL 2X9, SECURE TO BLOCK P.T. NAILER kLW2) 3/16' TAPCONS DOOR CADING. (MIN. SWANK SIZE J45 MIN. HEAD SIZE -AM MIN. EMBEDMENT 1 1,14-) WITHIN WOF EAC44 =1 , 16' Or- MAX SPACW- DOOR JAMB OR MOM ATTAC14 TO 2X PER MANUFACTURES DETAILS, NOTE: 6141M AS NEEDED TO PLUMB JAMIS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2- 2X4, = SEOURE TO BLOCK tU/ 3/16' TAPCONS (MIR 614ANK SIZE Wb MIR HEAD SIZE 300 MIR EMBEDMENT 1 1/4*) OT14IN $'OF EACH END 4 18'Oa MAX SPACING, 2X6, = SECURE TO 15LOCK W92) 3/16' TAPOON6 (MIN. SWANK SIZE .145 MIN. 14EAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 6* CM 4 10' Oa MAX SPACING. In' DRYWALL 2". CM SECURE TO 15LOCK W1(2) 3/16' TAPC40NO P.T. NAILER (MIN ' ANK SIZE J4b MEAD IA&'OAJ5. X 4* MIR MIR SIZE 300 MIR EMBEDMENT 1 1/4') DOOR CASING WIT14IN D'OF EACH END 410, .001, JAMB OR WINDOW ATTACW TO 2X PER MANUFACTURES DETAILS. NOTE. 8441M AS N1120110 TO.PLUMB JAMB (DO NOT EXCEED 1/4) DOOR JAMB TO BLOCK +1 15/16- 2X4� M SECURE TO BLOCK W/ 3,16' TAPCCN6 (MIN. 814ANK SIZE J4b MIN. HEAD SIZE 300 MIN. EM15EDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS* Or- MAX GPACM NOTE� STRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-8TRUCTURAL Wf(2) 3/16' TAPOONG 3/16' TAPCON MIN. 1414' (MIN. SHAW SIZE .145 EMBEDMENT INTO BLOCK MIR HEAD SIZE 3CO MIN. EMBEDMENT 1 1149 — wrn4IN V OF EACH END 8, CM 4 W OZ. MAX 112' DRYWALL 2X$� � SECURE TO BLOCK I-X4' WK2) SAW TARCON6 P.T. NAILER (MIN. SWANK SIZE .14b DOOR CASING MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1,149 WITHIN V Or EACH END 4 lg� Or- MAX SPACING, DOOR JAMB OR WINDOW ArTACW TO 2X PER MANUFACTURES DETAILS. NOTE� 6WIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4- 2X4� = SECURE TO BLOCK W13/16' TAPCONS (MIN. SWANK SIZE .14b MIN. 14EAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EAC14 END A W OC, MAX 6PACINCk 2X6, SESI DECIARE TO BLOCK W/(2) D/16' TAPCONG (MIR SHANK SIZE J45 MIR 14EAD SIZE 3M MIR EMBEDMENT 1 1/4') WITHIN &'Or EACH END ..Cmu 4 16' OJC, MAX SPACING. 1/2' OIRYWALL 2X9. 1=1 SECURE TO BLOCK PX44A, WK2) 3/16* TAPOONG P.T. LER (MIK SWANK SIZE .141b DOOR CASING MIN. HEAD SIZE JWV MIN. EMBEDMENT 1 1/49 WIT14IN 8' OF EACH END . 1. OIC. r'� SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" T&VpLM_B=K_±.a"_ 2X4, SO SECURE TO 15LOCK LU( 3AW TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 3M MIN. EMBEDMENT 1 1/4') WITHIN 0* OF EAC44 END 4 W Or- MAX SPACING, NOTE, STRUCTURAL 2X MUST ISE 2>0, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTUIRAL WK2)3A6'TAPCONS 3/16'TAPCON MIN. 1-1/4' (MIN. SWANK SIZE .145, EMBEDMENT INTO 15LOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 114') CM WIT14IN S' OF EACH END 4 I6'OJC. MAX SPACING. 14' DRYWALL 2XII, 1=1 I'X4' SECURE TO 15LOCK P.T. NAILER WK2) B116' TAPO" DOOR CASING (MIR SWANK SIZE Ja MIN. 14EAD SIZE 300 " MIR 01DEDMLNT 1 1/49 2ND 2X SECURE WIT14IN 8' OF EACH END MEMBER WK2)12d 4 IS'Or_ M AX OF EAC44 END 4 SPACING, NOTE. 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 TO STRUCTURAL UMT14IN S' 6' TO 8' Orl MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3' OMVIL_�� 2X4, Ill SECURE TO BLOCK tut I/4'TAPCCN6 (MIR SHANK SIZE .145, MIR 14EAD SIZE 340 MIN. EMBEDMENT 1 1,149 WIT14IN S'OF EAC44 END 4 18' OC, MAX 6PACW- ?X6. = SECURE TO BLOCK WK2) V4. TAPC40W (MIR SHAW SIZE J49 MIR 14EAD SIZE 3M MIR EMBEDMENT 1 1149 WIT14IN 3* Or EACH END 4 a, 0jC. MAX SPACING. 2XIlk SECURE TO BLOCK WK2)1/4'TAPOONG (MIN. SHANK SIZE .145 MIR 14EAD SIZE 300 MIR EMBEDMENT 1 1/4') UT14IN WOP EACH END 4 18' DO. MAX SPACING. a, cm IAI'DRYWALL I'X4;,A, P.T. LER IA&'OAJ5. X 4* MIN. DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLLMD JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" 2X4, 1110 SECURE TO BLOCK W/ 1/4' TAPO" (MIN. SWANK 6[ZE.14b MIR WRAP 61ZE .300 MIN. EMSEPPIENT 1 114') WITHIN V OF EAC44 END 4 18' Or- MAX SPACING, 2X6, = SECURE TO BLOCK WK2)1/4* TAPO" (MIN. SHAW SIZE .145, MIN. HEAD SIZE 3W MIR EMBEDMENT 1 1/4') WIT14IN 8' OF EAC14 END 4 Is, Of MAX SPACING. 2X81 1=1 SECURE TO BLOCK WK2) 1/4' TAPO" (MK SWANK SIZE J45 MX 14EAD 61ZE 3co MIN. EMBEDMENT 1 1/4., WITHIN S* OF EAC44 END 4 W Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPOON MIN 1-1/4' EM15EDMENT INTO BLOCK L.A V C31U 1/2' DRYWALL I'X4' P.T. RAILER I* P.T. X 4' MIN. DOOR CASING DOOR JAMB OR UN40M ATTAC44 TO 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLL"B JAMS (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4- A R C N I T I C T IS G r aDe I n osO... 2 41 N. RONALD REAGAN BLN LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 [Ile SUISDIV. de L02' SILVERADO LOT# 26 BLK 10 PltOJICCT# 03719.001-26101 MOI)EX. "2558- HAWTHORNE" 0ARAGE 811117NG: LEFT PAGE: DETAILS 150 MPH rpp.nrr DATE: 07/15/21 BC#.=- 1/4"=V-0" 8*1EET %1,.. D PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FRCR 1Z/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/19/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MIWINDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 1Z/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15226.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/3112023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 )7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/OS/2021 F-ARCN IT ICTE-1 6 GraDesign O S n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 -A L4 V t A ti SUBDIV. ae I SILVERADO LOT# 26 BLK. 10 PROJECT# 03719.001- 26101 MODEL c "2558-HAWTHORNE" GARAGE SAYING: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXB, B PF4W,ORMED CONTROL JOINT- FLAW.E OF 0ONTROL JOINTS T� BE UNRED TIED TO LAT14 - I Ojr- MAX (VEIRTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUO EXISTS 15EYOND EXCEPT STAPLES RV %. MAY BE USED TO TEMP. 601�� CONTROL JOINT DILRM INSTALLATION FASTENERS TO BE SPACECI-7 0 11' OjC, MAX VERTICALLY / 9' TH=-� 3 COAT CEMENT PLASTER URS LAYER -2, FORTFIBER BUILDIN133 PAPER APPROVED METAL LATH PASTENED -11' (VERTJ Or- MAX AT SUPPORTS, LAW LAYER al, STUCCO ~ WOOD GMEATMW. LATH SHALL NOT " CONTINUOUS 6- TO v T. TWROI.414 CONTROL JOINTS BUT SMALL ME STOPPED AMC> TIED AT EAC44 SIOF- RRIOADE 2X4 BLOCKW. PER ASTM CW63 PLACED rLAT MAX 6' TO W PROM C4ONTROL JOINT WHEN NOTE, C424TIWL JOINT FALLS ON 1. FASTENERB FOR LATH TO BE NAILS OFt— STFIIUCTUPAL STUD STAPLES IN COMPLIANCE 1111 A&TM C1063 2. WIRE TIES TO BE (NO. 16) 0�041b' WIRE 3. BLOcKW. SHORN MAY BE IN ApoiTiON TO WALL STUD& REGAJIREO PER I'LAN M" TYPE CONTROL JOINT (��) I--- ". A 2. CREAM a J. C1411AN I-r. C 9'*'MLR PWM 2. CIRIAGE - far. 15 a. cpr�m Pt. � POLO Pr. C CVMR m 5 TULL Pr. C TOUCH" Sm CUT. J� THICIC, 3 COAT CEMENT PLASTER (FRA-41). W2' 2 GOAT Call R-MTM (CMU RUNS LAYER -J, FOWIP115ER BUILDING PAPER (po" *4.y) OM LAYER -1. STUCOO ~fmww cmyj LAP LAYM OF SULD ~ � "LING K-Alm wcr AERE v . ... #A" ONIy; —Mwzcncm FAGOIA UNRUP bKM WTALL Kk PLAGNM AT INOTtO4 OF all 4 GIALL Wrifflailli=l" NCITE� APPROVED BUILDM WRAP SMALL 15E LAPPED A MINIMUM OF PIPE/ WIFE TO FRAMM Ill o VERTICAL LAPS (ROLL UM LAYER -1. , NC'tZON'rAL ENDS) 4 6 LAP&. ALL SE" NEED TO BE TAPED LAT14 VERTICAL LAP TO 15E V STUCCO WITH FOIRTI R SHEATHING TAPE LIPS LAYER 12. POPWrF]WR BUILDING PAPER METAL LATH 6L.6' OELF-AD14ERM MEMBRANE PLASHIIn OVER 4'x4' SEELY-ADWERINS. MEMBRANE rLAOMM OVER APPROVED LAT HOUSE ~. *110 PIPE 4'.4' GELF-ADHEIRR40 MEMBRANE OVER APPROVI[O IND ONTO PIPE IT METAL. LATH WIRS LAYER -1. J' TRIM 3 COAT CEMENT V CONT. DEAD OF WAL.ANT STUCCO WRAP PLASTER 46TALL APPROVED MOUSBURAP AIR =FILTRATION METAL LAT14 BARRIER OVER LIKE, LAYER -2, FORTF115ER -EER BUILDINS; PAPER ELASTOMERIC COATING. OVER STUCCO/ UNM LAYER -1, C.Y. FINIGH (SEE TYP WALL SECTION) STUCCO WRAP WOOD SHEATHING SECTION PER SECTION Eiderlorkahling Emnor uss of pordand mmnt pi star shall wrnply �-Atlh thepp4icat- r.qUi—ros of ASTM C 926-18b. LAI. "LVR I�allabon f e�n,r lathihg and framing hall wmply vAth ASTM C 1063-19a, (a) KIC KO UT DETAIL m VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES 04ALL BE SECURED TO MRAMING MEMBeRS, THEY SMALL 06 TIED 15ETWEEN SUPPORTS WITH CA0415-IK (121-MM) WIRE AT INTERVALS NOT Mon THAN 11 (221-MM). AS PER AOTM Chillill Nam, FOR REPAIR OF TRAMS IN WURB LAYERS, TEARS MAY BE PATCHED U44OU6E WRAP TAPE PER MANAUP. SPEC. OR I -EEL 4 STICK 11 WOOD STUZ SWEATWIN12 STUCCO I; LORWO a Um.;Fll a w 4'x4* SELP-ADI-INAM MEMBRANE Is .LASHING (CO!"PATIOLE tUf HOUSE WRAP MATERIAL) OVER APPROVED HOUSE ILPAP. I' OR LESS PENETRATION CUT AND OVERLAP ONE SIDE CF— SELF-ADWERINS; MBMSRA4E FLA614M STEP 01 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER 9= B'Xb' V TYPE CONTINUOUS ------GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATH[Ws) CAP 5HIWsLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER EI-EvATIONS L" FLASHING. N.T.S. FIFE f � �N4gwj 1w, AN "ok k I w -Ipj a FAI I Wd a LEGEND - WRAP MATERIAL) OVER 4'.4' 6ELF-ADWERM MEMBRANE FLAUSHINS. OVER APPROVED HOUSE WRAP. r'� � CUT A40 OVERLAP ONE SIDE OF 6ELF-ADWERING. MEMBRANE FLASHING I DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER *2 (FORTIF15ER ...... 5UILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD OR -1116" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R7103.11 / A5TM C-a4l-14a, MIN. 2.5 J-55. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT. MEET SPECIFICATIONS) '-A R C N IT EC TS 6 De I n G r2o 00.!. 1"i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 111: 0003325 1 1ju rouSDIV. a. L074 SILVERADO LOT# 26 BLK 10 PROJECT# 03719.001-26101 MODETj "2558- HAWTHORNE" C;AP—AGE ST111NG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B i F—pitINT DATE: 07/15/21 SCALE: 1/4"=I'—O" SHEET WA1 00 /--INSTALL WSELF -ADHERING I A R C N I T III C "T $R`I MEM15RME PLASHIW3 OVER STUCCO TOP, SIDE(S) AND BOTTOM IFINISH FLAWGES Or NON -MOVABLE 6 FRAME Or THE EXHAAJST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASH[W, TO BE: OVER TOP 4 SIDES 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN BED SELF WOOD SHEATHING "Is n OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE FLASHING m EPREMAINUR UJR5 LAYER 01, rZou PC G 1 TOOLED 50 AS TO DEFLECT UNIT STUCCO WRAP WATER AWAY FROM JOINTS. X E-Z BEAD ALL AROUND DRYER RONALD REAGAN BLVD.] LO LONGWOOD, FL32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRIB LAYER 02, FORTIF15ER Li"IN. PH: 407-774-6078 JOINTS AND INTERSECTIONS CONT. SEALANT) IBUILDING PAPER FAX: 407-7744078 www.abdesigngroup.mm APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCA= —1 K— I I-INT AA #- 0003395 AA ON ALL SIDE- SEALANT* ALL AROUND TOP 4 SIDES THICK, 3 COAT CEMENT WOOD SHEATHIN6. PER SECTION R703.7 PLASTER -�M LAYER -1, Exterior leffilng and iWeWng TUCCO WRAP BACKER ROP E)denor use of portland cement plaster LAYER -2, FORTIFIBER shall comply with the application DRYER VENT (BLOCK) Ye' TO Ye'MID-WALL BUILOW. PAPER requirements of ASTM C 926-1 Bb. WEEP SCREED METAL LATH Installation of exterior lathing and framing WOOD 1/0' TEXTURED shall comply with ASTM C 1063-19a, CONSTRUCTION FINISH a WOOD or ASTM 1787. FASTEN TO WOOD STRACTUIRAL WIRS LAYER -1, 6' SELF-ADHESIVE MEMBER - 11' OjC, MAX FLASHING STUCCO WRAP IBUILDIWG PAPER 36, To A, no_-W&L WOOD FRAMED OVER 'WICK THICK, 3 COAT CEMENT FLASH' WALL PLASTER METAL LATH HORIZONTAL WEEP SCREED WR15 LAYER 12, FORTIRISER PIPE THROUGH (FRAME TO FRAME) 6' WIDE STRIP SELF BUILDIW. PAPER WALL — ADHESIVE FLASHW., CLEAN WOOD SHEATI41W. MA60NRY BEFORE APPLYW. :Vj TEXTURED 2 DRYER V NT � RAM 6' SELF ADI4ESIVE__' FINISH * MAGONRY FLASHIW4 (INSTALL PER MANUP. SPECS.) HORIZONTAL WEEP SCREED BLIILDING3 PAPER— (FRAME TO BLOCKI ��SWOOD SHEATHINS. UNDER -mirm FLASH' LAYER 01, a. TUCCO WRAP LAYER -2, FORTIFIBER WOOD WILDING. PAPER WR5 LAYER 01, BU,L 0"TUCTION CUT OPENIWG IN- STUCCO WRAP APPROVED HOUSEWRAP ENT PENETRATION FOR BOX INSTALLATION METAL LATH p, WALE: N.Tb. 'Mu VN, a, cm vNYL CASW. DEAD coo CUT 'X' INTO—.­ X WRAISED BAND WIRE, LAYER 01, SELF-ADHERII.* STUCCO WRAP MEMBRANE FLASHING V TO)J' WEEP SCREED APPLY SELF -ADHERING MEMBRANE FLASHING3 WOOD SHEATHING OVER BOX AND OVER WUPE STRIP SELF APPROVED WR5 A014ESIVE FLASHIN6., CLEAN LAYER 01 MAZONRnr BEFORE APPLYW. &TEF *'I eTEf= #2 FLASHW. "*��ELEC. ELEC. METER FIELD VERIFY LOCATION METER FIELD A PPROVED STONE VENEER OVER SCRATCH COAT VERIFY LOCATION HOU5EWRAP BELOW WRIB LAYER #I, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH TWAT— NO MEP 0 ENTEF APPLY 60 MlN_ GRADE 'D'FELT OVER vi _SELF-ADHERIWG MEMBRANE FLASHING W/STONE VENEER METER APPLY TO r SELF -ADHERING .. (FRAME TO BLOCKI EDC91-M F -LASHIWa OVER 1=_� CAVITY TO 5E FILLED WITH RIGID POLYMERIC AFIROVED HCUISEWRAP ISOCYANOTE-POLYBLEND FOAM It R5 LAYER 02, FORTIF15ER LEGEND- -VGREAT STUFF'OR SIMILAR) SUILDING PAPER A ,��APPLY A SILICON eTEF 03 eTEF #4 I -DRAINAGE F`LANE (WR5 5ASE SEALANT AT POINT I A IvI 01 arl 1 re-,n I I 1= A = ) I r"AT =1 M.- lilll== ==k1='r=A7=r_ F-SUBDIV. SILVERADO LOT# 26 BLK 10 PROJECT# 03719.001-26101 MODEL. "2558- HAWTHORNE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAIT^ 150 MPH & 'V WR5 LAYER 02 (FORTIF15ER ELASTOMERIC COATIWa OVER BUILDING PAPER) AREA TO RECEIVE STUCCO/ C.V. FINISH STUCCO SCRATCH COAT APPLY E -Z BEAD — (SEE TYPICAL WALL SECTION) METAL LATH x—x—x—x 4 1 COAT OF PAINT W/5ACK_ OVER 60 MIN ROLL PRIOR TO GRADE TP METAL LATH 223 STUCCO ELEC. METER INSTALLATION -PROVIDE STUCCO SCRATCH FELT -PROVIDE SEALANT AT ALL WOOD OR 111ro' ZIF` WALL COAT LARGER THAN THE ELEC. JOINTS AND INTERSECTIONS SHEATHING METER CAN OR METER CAN COM50 OR METER CAN AND 5ELF-AC)HESIVE FLASHING DISCONNECT L f ...... F"PIFUNT DATE: 07/15/21 NOTE: METAL LATH: LATH TO 5E PER SECTION ELECTRICAL CONDUIT 51EF #5 5 1 E F *`(o SCALE: 1/4"=V-0" SHEET R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PENETRATION F`ER 5Q. YARD (UTILITY OR NOMINAL ELECTRICAL 09 RECEPTACLE WA LATH DOES NOT MEET SI`0EC If=ICAT IONS) .# I'. WOOD SH CONSTRUCTION %'HAT CHANNEL TYPE 'X' DRYWALL LM�00, SHEATHING. ! WR5 LAYER 01, STUC4CO WRAP THICK. 3 COAT CEMENT PLASTER WR5 LAYER M,- STUCCO WRAP AMICO AM&&-WFWC-'18Q CUSTOM CASIWj BEAD NO QAP IN FIELD ­' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. 0 CANT. (10 A) SCALE: 11/2'.F-V EXT. UX= FRAMED WALL .WIR5 LAYER 01, &Z-FLOOR DECKING. STUCCO WRAP WRIB LAYER 02, FORTIFIBER PIRE-EN&D TFILIGG BUILDING. PAPER THICK, 3 COAT CEMENT WEATHER RES16TIVE - BARRIER -1 PLASTER MATHER WINGTIVE. 6' SAP. * TOP Or WEEP SCREED MAMMON -2 TO SWEATWING5 BEHIND WEEP SCREED J' THICK 3 GOAT CEMENT PLASTER SAE METAL LATH WIEEELOCREM2 Uk= SHEATHING ��6' SELF-ADHEREINC3 FLASHING WRAPPED o TOP OF WEEP SCIREED 4- POSITIVE DNA TO SHEATHING BELOW 11119112-111CM X WRI5 LAYER -1, STUCCO WRAP (SHOUN IF SEPARATE WREI LAYER o2, FOR`rIFI5ER 4": BUILDINIGG PAPER -7—S_ "LIF-ADWEIREN6. . ASHM WRAPPED 6 C40FWNER OF CANTILEVER V,� /2" 4' POSITIVE DRAIN 2 NOTE - METAL LATH: LATH TO 5E PER SECTION R7103.11 /45TM C-841-14a, MIN. 2.E� L55. F`ER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1 3/4 RES HAT CHANNEL VINYL CASNQ, BEAD—\ 5/8' TYPE 'X'DRYWA LL W- I W/TEXTURED 4 -AINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VNYL CASING, BEA2 z DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED_ FINISH J' THICIr, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASINQ, BEAD rtl�DRIP ED, WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATI4 WOOD SHEATHIWG '2) 2x12 HEADER ($WOLIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE 15ARRIER -1 WEAT14ER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATWINGs HEADERASEAM (SHOWN FOR CLARIFICATION OF: SEPARATE ACCESSORIES ONLY) COLUMN SHEATHING. 7, UEAT14ER RESISTIVE BARRIER 9 11 f—MATWER RESISTIVE BARRIER -2 6' SAA PEEL 4 STICK I Yb'x3' 'L' FLAS14NG FULLY EMBEDDED o IN ROOF CEMENT I )J' X 3' 26 GA GALV. METAL DRIP EDGE Y4' GAP FO % R 15ACXER SET IN FULL BED Or EXTERIOR CURADE ROD 4 SEALANT SEALANTj$* MIN. ORY WALL SPACE FROM DRIP FACE TO TREX I- TWIM 3 COAT CEMENT VINYL CASING, BEAD PLASTER - VINYL CASING, BEAD WATER PROOFIw. let--/' LAYER (2 1 4 STICIQ \7-1 EL I T 0 ANTILEVER DRIP EDGE 3' X 3' 26 GA C.ALv. NN ON LATER (2 LAYER METAL DRIP ECKxE It PEEL 4 STICX)-��V GET IN FULL BED OF: 6' PEEL 4 SEALA ! NT, Jj' MIN. STICK 0 DRIP &PAC FROM DRIP ROME To FACE TO TREX DOCK Y4' GAP FOR BACKER I is -XI %. PT. OR SIMULATED ROO 4 SEALANT WOOD (TMX) FILLER, CONTINUOUS VINYL CASIW, ISEAD WATER PROMING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 8 BARRIER -1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER 6' PEEL 4 STICK 0 DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP MINE FLOOR ow E' E=C=E=C=E= X V 26 GA C.ALV. METAL DRIP EDGE ET N PULL BED OF INXI Ile P.T. OR GIMIJILATE SEALANTV MIR WOOD (TWEX) FILLEK SPACE FROM DRIP CONTINILIOUG FACE TO TREX V GAP FOR SACCA VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING. Ist FIN1844 LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 GTICKV STICK) WRAPPED FROM 3/4 RESILIENT SALC40NY DECK TO 14AT C44ANNEL CANTILEVER J' THICK, 3 COAT CEMENT MASTER METAL LAT14 5/8' TYPE 'X' DRYUALL W(= "ATWING WorrEXTURED 4 PANTED WEATHER RESISTIVE FINISH 15ARRIER 'I UEAT14ER RESISTIVE I' THICK 3 COAT CM'IENT MER 12 PLASTER VINYL ' ITIVE DRAIR VINYL CASM ISEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION CONTINUOUS — & CxAP FOR SEALANT OPT. BACKER ROD. MODIFIED W 3/4 RESILIENT HAT C44ANNEL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUI'1N -COLUMN SHEATHING. LEGEND id" SAF. — -1 VxY 'L' FLAS14W. DRAINAGE PLANE (WR5 ,FULLY EMBEDDED IN ROOF CEMENT LAYER *I, 5TUC:CO WRAP) 051 X 31 26 CA C.ALv. METAL DRIP EDGE WR5 LAYER *2 (FORTIF15ER SET IN FULL 060 OF SEALANT,,4' MIN. 5UILDING PAPER) SPACE FROM DRIP 'FACE TO TREX METAL LATH X—X—X—x WATER PROOFINGs lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUC:C:O ISALC40NT DECK TO CANTILEVER WOOD OR 1/161 ZIP WALL J' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING. SELF-AF->HESIVE FLASHING 4' POSITIVE DRAIN IEEP SCREED I (SHOWN FOR CLARIFICATION OF VINYL CASING, BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) - - SCALE, INTO F U�;o SHEATHING 2x FRAMIW. MEMBER J' T141M 3 COAT CEMENT MASTER FASTENED TO SHEATHING. 0 T 0C. MAX > xLAYER -1, —STUCCO WRAP UR700 SHEATHING j>< METAL LAT14 _VA WRB LAYER -2, FOIRTIF115ER BUILDINGI PAPER S99R���� ­k 21/2" CORNER BEAD (FASTENER 4 SPACING a I' O.C.) Cmu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD (�O BLOCK C—C WRIB LAYER 01, STUCCO WRAP WRIB LAYER 02, FORTIFIBER BUIILDIW3 PAPER--------, METAL LATH J' THICK, 3 COAT CEMENT PLASTER - - - WSELF-ADHERING— FLASHING DRIP CAP LUINDOLU FLANGE WR.5 LAY BUILDING METAL L� J' THICK, PLASTER WSELF-, FLA514IN DRIP C 111INr�,nLu CASING BEAD 0D WINDOW (FRAME, NO BAND� WOOD SHEATHING tWR5 LAYER 01, STUCCO WRAP —WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH Q XPLODE 9' THICK, 3 COAT CEMENT V EW FOR PLASTER CLARITY) P-A It C N I T I C T 8-1 G r aDesign oqusm.a. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 14 BUDDM & m7-4 SILVERADO LOT# 26 BLK 10 PROJECT# 03719.001-26101 MODZILIC "2558- HAWTHORNE" GARAGE 811MG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 M EA B flo F-pmNT DATE: 07/15/21 8CALJC: 1/4"=V-0" 9HEET % WA WOOD SHEATHING ----- - W110 LAYER 01 - - - - - - - STUCCO WRAP WIRE, LAYER 02, rORTIF15ER BUILDIIN6 PAPER _ METAL LAT14 J' THICK 3 COAT CEMENT PLASTER — IVSELF-ADWERING— FLASHING VINYL CAV A DRIP CAP WINDOW FLANGE WOOD SHEATHING LURB LAYER 01, STUCCO WRAP WRIB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPL ED J'TPICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) R 01, RAP GLED gAg R 02, FORTIFIBER PAPER TH COAT CE T DHERING WINDOW FLANGE — CASING BEAD @) WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH — WRB LAYE STUCCO WR5 LAYE BUILDING METAL LA J' THicr, 3 PLASTER VSELF-A FLASHING DRIP CA WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING WRI3 LAYER 02, FORTIP15ER BUILDING PAPER WR5 LAYER -1, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WR5 LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD METAL. LATH VINYL CASING BEAD THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) ,�ASI,NG BEAD (61MRAISE�D (6 �AE� �R 0 )'�'C.Af- TYP THICK, 3 COAT CEMENT r fASIW. BEAD PLASTER I TR M MEMBER TO TRIM METAL LATH X Ir . STUCCO TO SIDING TRANS[ UTZ LAYER 02, FORTIFIBER BUILDI�* PAPER SIDING -7 Ff-- WOOD SHEATHIWa UR-= LA T =?K — WRIB LAYER 9, STUCCO WRAP \ \ STUICZO WRAP \_ CASINQQ BEAD 6' SELF-ADHERZING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD 0"TFK=TI0N BEYOND WOM GHEATHIW. — UEAT14ER RESISTIYE BARMER -1 WEATHER RESIGTIVE - EARNER -2 b�X I I RE4kAI* Slom L WSELF-ADWERWS - FLASHWI STARTER GTRIP 6. GELP-ADNERM4. FLA614W. AT14ER FIES16TIVE MARMER -1 WEATHER M616TIYE BARRIER .2 WOELF-ADWERW3 PLAS44WA GALVID METAL WIFLA614M Lp,pq am U6, DMIALATEP— I.. - TRIM MUMMER CASM Lull SMATED TRIM MEMBER AL QLAP WAMAULKW3 OR APPROVED SEALANT 'j SIDING TO STUCCO 0 BLOCK TO FRAME NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-541-14a, MIN. 2.5 L58. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIF ICAT IONS) WOOD CONDTKICTICH BEYOND WOOD GHEATWW. WEATHER RE616TIYE----_ MARRIER m LEAT14ER W-815TIVE DARWER -2 X. '4 LAP 60W. RE AL W&ELF-ADWERIN0. P-AOHW. GTARTER STRIP wffmm OR L" 61 6ELF-ADHEMW. FLASHING — WEATHER BARRIER UEAT14ER EARNER WRATH MARINE 61 MIN SIDING TO STUCCO 0 FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRIB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH X—X—X—x -STUCCO WOOD OR -111ro' ZIP WALL SHEATHING SELF-ADPESIVE FLASHING THICK, .3 COAT CEMENT SEALANT PLASTER METAL LATH 77-.777 WINDOW FRAME ..... . ......... . .......... WR5 LAYER 02, FORTIFIBER TV— BUILDING PAPER E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER SEALANT WINDOW FRAME WRB LAYER 01, STUCCO WRAP, LURAPPED AROUND FRAMING MEMBER 6" SELF ADHESIVE FLASHING 'WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING 5EAD PLASTER TO WINDOW / --METAL LATH WR5 LAYER 02, FORTIP15ER BUILDING PAPER WOOD SHEATHING WDELF-ADHERIN0. PLAS41W. UJEAT14ER PE615TIVE BARMER 01 TO LAP 61 MIhL AMOVE TOP OF WFLA614W. X WEATHER REGISTIVE CARRIER M WRI5 LAYER *I, WEATHER RE6 6TIVE BARRIER -2 STUCCO WRAP C.ALV'P METAL (V WIDE FEEL 4 STICK F_ OVER FLAWGE WINDOW FLAWrIsEr It RESISTIVE i R ol TO LAI. E-Z BEAD VINYL CASING WSOVE TOP (W/%'FLEXI5LE PVC BACKER ROD) ."WING 2X FRAMING :R MEMBER -APPLY FULL BED OF SEALANT BETWEEN NO-ADHENW. FLASHING FLANGE 4 BUILDING WRAP BUILDING MAL GAP WICAAYJW. OR APPROVED WEALANT -------------------------------------------------------------------------------------------------------- WRAP RATHER REGISTIVE UMARMER 9 5M.L.11,11LIX.L1�em 816,CXER Am) WEATHER R0616TIvE MARRIER " EZ r16 BEAD WINDOW CASING A X P-A R C N I T E C T 111I 6 GrWDft gn 0L1,03,!_ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 "T FBU13DIV. a. LO SILVERADO LOT# 26 BLK 10 PROJECT# 03719.001-26101 MODEU "2558- HAWTHORNE" OARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS %,150/AH E)W.\Bj * 207 MNT DATE: 07/15, *CALM: 1/4"=V-0" HEET WA4 of poupawn CARE HOULD BETAKEN IN KEEPING TlEVENTPPOPERLY 4-,wm lw SHOIAN IN I �VAMZED ALIGNED.VE TPIPEISSEALEDIFUTILIZED-LINPI-AC USING -114-NAILSATEACHCORNER.ROOF-�ENT SHOKALD APPLIEDTOALLSHING,EEDGESNEARTHE PREPARATION OUTEREDGEANDAROUNDTHEENTREPERME RAS C T�THEGOGSENECKVENTOPENINGINTHEIROOF SHEATHI SIZETHEOPENINGINACCORDANCEWT11THE RECOMMENDED IN SEVE E MATHER CO-TAL CONSTRLICTION -S. CHAR ,S D.SIZET11EVENTOPENINGI-OR-TH VENT FAN MANUFACT.RE'S PIPING CONNECTION - LCTONS. DO NOT CUT INTO -SSES OR FAFTEFS - CLTTIN3 THE OPENING IN THE ROOF RITEM REMO-F PERIME ROFTHEOPENINGSOTHATTHENAlUNGFI.ANGE OF TH VENT- FI-ATTOTHE ROOF SHEATHING. SLIDE THE TOP NDSIMFI-ANGESOFTHEVENTUPANOUNDER SHINGLE ALLMTHESO77ONVENTFI-ANGESTO- THE TOP OF THE SHINGLES, ROOF HOOD VENT DETAIL 3EXLE, �NT CUT NOUOEUW AT 4b' ANGLE MOD19ED -I- a N HOUBIEUPAP LINE OFININDO OPENING, ARIF"OVED WOUMEUPI OVER ""THING OVER UD Or" WALL STEP 1 INSTALL 6- OW-ADHERING, FLASHING, OVER NAILING FLANGE JAM56 EXTEND FLASHING MIN I* BELOW 51" PLEMBLE FLASHING, 00 NOT SEAL BOTTOM FIN STEP 6 TICIF401EARILY 'FOLO-U!" 4 SEC HOUSE~ (0 TUCK FLAI- UHIC at MAO FOLD Houma IN AT JAM" 4 IlLopq SILL P STEP 7 PIPE AND OVER FI.ANGE ALIGNFLAGH Av NIT . Rpm or GILL RO. MECHANICALLY FASTEN FAME EOGM (CAP NAALS, STAPLES) INSTALL DUPONT PLffXV~ AS T� FLASHING AT " FOLD WOUSE~ DOM 4 TAPE DIAGONAL CUT ACROSS MAO WINDOW PLUMBING VENT DETAILS SCALE, 14171, pfty %, 4NTINUOUI P SEALAN AMS6 ANE PFLY TO INOOM NA LANU IN qw-PUNCI OLBG OR INSTALL 6'a[DIE AD44MYE - BACKED FLEXIBLE FLASHING MATERIAL OVER CWP CAF` JOWrT (FINDTIECTO-UNEAP ST-20X- - EGUIV) STEP 8 llh�o WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 MEMBRANE FL SWENG A OVERJOINT WVADEVAL EYFLASHI. HEAVIERFEL QNDERI,AYMENT ASPHALT ------- ROOFNG CEMENT VALLEY CENTE-E 0 FASTNER$ -N W-tN WOFCENTERLINE E= IASTNERS IN C�S INGLE KTENDENDSHNGLE TLEAS 12'BEYOND ALLEYCENTERLINE T PPED OFF T _ I'CLIPPEDOPF CORNER AT � DEG -ES 4SHINGLESTFIMMED2'SACK VALLEYCENTERUNE NOTE, L IT 16 THE OONTACTORS MSP"iINLIY TO VERIFY ROOF VALLEY DETAIL THE CaVATwwLTy OF A" PROCUCT6 INCLUDING HQUBSEUI SEALANT8 4 SELF-AOMPRING, SQALE, WE FLASHING MATERIALD USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER M~ACTUPEM UMTTIIN GRECIPICATION6 WMNW& SEAL ANT& MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE, CLEAN AND SEAL JAM15 TO SILL JOINTS WITH DOW 11" POILLOWING CZMPLETION CP EXTERIOR RETROFIT WORK NOTE; PEI-AIR SC-HEME 6HOUN SHALL 15E IMPLEMENTED AT ALL WINDOWS WIT14 HE EvIDENCE OP WATER INTM61ON 15ELCXU T14E WINDOW OPENfW3 610TE, WINDOW "IT, SEAL INTERIOR PEIRIMETER Or WIND I SEALANT APMY 081 MU (Ol "IA. ) SEALANT - dfiNDOUvcMU JOINT. FLUID Al'"LIED FLASHING (LAMCO IIJ14ffl-&M PIC-64 OR lGlUALA SLOPE SILL TO EX WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS, A R C N I T I C T 6 G r aDesign ou l®r. -a. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 ,,4 ww%bdealgngroup.com I� *:0003325 BEEN 14 SILVERADO LOT# 26 BLK 10 PROJECT# 03719.001-26101 MODEIL. "2558- HAWTHORNE" GARAGE 3111111NO: LEFT PACE: WALL ASSEMBLY DETAILS 150,WH ER. B F—PRINT 'I DATE: 07/15/21 SCALS: 1/4"=I'—O" SIMET �' WA5 i TEXTURED �/ \\ FINISH • U1000, ✓ 1/2' TEXTURED x 2x6 SUB -BANS FINISH CMU /J/ T / W/I'x4' NOTCH A METAL LATH } x x x x x x x x / ------ END, WRAPPED IN 9i PEEL 4 STICK UIOOD SHEATHING METAL FASCIA uRAP OR Cm x x x x x x x x x x x x 1 — 1" DRIP EDGE U)RB LAYER "I, STUCCO u)RAP(FRAME ONLY) x x x x x x x x x x x x 4 - f 1 �� WRB LAYER 02, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x V8' TEXTURED I - ---- (FRAME ONLY) x x x x x x x x x x x x x I FINISH III) WOOD 1 �� 2Xib SUB BAND +1 ROOFING CEMENT x x x x x x x x x x x I` 1 1/8" 1/2' TEXTURED FINISH B CMU x x x x x x x x x x \� / \� DRIP EDGE x x x x x x x x x x _ x x x x x x x x �' METAL FASCIA \ \ WRAP Ye' FROM \ ©�� �� METAL KICK OUT x x x x x \ STUCCO, I' FROM ° WOOD WALL x - \\�\ EXTERIOR WALL (FRAME OR CMU) \� ' �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY 10 ROOF DECK (BEYOND) \\`DRIP EDGE, I' OFF WALL �\ NOT INTO STUCCO) I 11/8' TEXTURED FINISH A i WOOD, I/z' TEXTURED SUB BAND DETAIL Ca? 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Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 9 ROOF EDGE OMITTED FOR CLARITY A R C N I T I C T S 6 Design Grou Ina. 1441 N. HUNAW HLAUM NLVU. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.wm L AA #: 0003325 A y r 0 c� a SUHDIV. de LOT: SILVERADO LOT# 26 BLK. 10 PROJECT# 03719.001-26101 MODEL' "2558-HAWTHORNE" OARAGE STUNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 PH EAN B ?I DATE, 07/15/21 SCALE: 1/4"=1'-0" SH�EEETr {/�� tl V AV 3'1" 30'4' 32,-9" - 6'-0" O/C MAX., TYP., UNO — — — — — 3 1 — — — — — — — — — FM-16X18 — — — — — — — — — — — — — — — — — — — — — — — FM-16X18 — — 1 ,.> o V PVCHA E 16'-2" III ELEC. ISLAND K I o , X 13'-8" c� ' 1 N FM-18X18 — J L FM-16X18 1'1— ml 6'-8" 3'-4" T-4" I aq I I °D EXTEND r EXTEND SLAB 1 1/2 ( IF SLAB 1 1/2" CWC-12X12 J — I iv � T7 3 —2 FMC-18X18 — —c' 4" CONC. I SLAB I 9 i� 1.1 9,_0. 1.1 L1 13,-0„ o o r -- " --h-31/2'I Iu1 IX SLAB F %%' I EXTEND 1 4" CONC X 'g SL�B�'. (�` 28'-7' .'.� SLAB 1 112" SLAB PER FT. 1/2" .SLOPE 1/-8 RT"�+-3 J u 1 10' 0., 1.1 �Io LL I I •31/2"* 77777777=.I SLOB �I -5 1/2" <'`+ � I L1 FM-16X18 4" PVC CHASE 2' 0" 1 1.1 I 4 0 m ILL x m .' TE-1 2,-8 5 m XI 4 4"GONG. 4 12 I wI +-31/2" IW 1 O 2 LL IE-- SLAB L — _ _ _ •� FM-16X18 — — _ _ c 1' 1.1 _ _ FM-i6X18 _ _ _ — q — - — FMC-i6X18 T-6" 6' 0'-0" 4 TOP OF 1.1 SLAB 25'-4" 5'-0" 23'-0" 10'-10" 20' 1" T-4" 6'-11" 28'-6" 53'-4" 20'1" 73'-8" 4" 75'-0" SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WlAxW1.4 OVER GENERAL 31/Y' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 18" - (2)#5's (+)0'-0' FMC-16x18 16" CONTINUOUS 18" - ) #5 CURB VARIES CWC-12X12 12" CONTINUOUS 12" (2)#5's (2)#5's (+)0"-0" TEA 8" SEE PLAN 8" - (1) #6. #5 IN CURB F-2424 24" 24" 12, (2)#5's (2)#6s FOUNDATION PLAN SCALE: 1/4" = V-0" ��Ii]►1 �wZ�iL�I�I►L���=l;` 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE w0'4'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION w0'4% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, EIINDICATES #6 BAR, W NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION A R C N I T! C T 3 Design Grou .. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407.774.4078 www.a bdesigngroup.com AA M 0003325 m 0 D F 9UHDIV. !26 SILVERDO LOT# BLK. 0 PROJECT* 03719.001-26101 MODEL- "2558-HAWTHORNE" GARAGE 8TfWG: LEFT PAGE: FOUNDATION PLAN 15 H EXP. B W„ MIN. EACH WAY MONOLITHIC FOOTING Z g STEEL REINFORCING IN GROUTED S _ STEEL REINFORCING IN GROUTED Ir CELL SEE PLAN FOR SIZE AND - < d CELL SEE PLAN FOR SIZE AND SPACING ° a0 SPACING REQUIREMENTS REQUIREMENTS v� ��: `.. m W U W •. I w R ¢� v 0- /n FM 8"CMU WALL O 8" CMU WALL I ° CORNER BARS, SAME SIZE AS LARGER BAR O ? ° °I IN FOUNDATION WITH 30" LEG EACH +- TOP OF SLAB"41- +' 0''0'. TOP OF SLAB I�I{/,,II� WAY AT ALL CHANGES IN DIRECTIONS I ... - el' I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLABCHAMFER •7AND SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. (1-STORY) ; EXT. PORCH SLABW/ - VARIES SEE SLAB SCHEDULE TOP OF GARAGE • I �'- CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 1/2'SOTION CHAMFER (2-STORY) #3 18" W/ 1/2'ISLATION.` 4" CHAMFER (1-STORY) 6" CHAMFER -°JOINT (WHERE APPLICABLE) i qq pq SCHEDULE #5 30" JOINT (WHERE (2STORY) • • EE SCHEDULE WXD, BAR SIZE APPLICABLE) Z d FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR QUANTITY 3467' AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 %EXTERIOR MONO -FOOTING r��EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE: 3/4'=T-0' L SCALE:3/4'=r'-a' GARAGE CORNER BARS DETAIL g SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C 8TM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLANGARAGE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING /��k DOOR / is W WALL W/SYP RECESS pd W W 4. I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ .5 > N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12"x8" WEDGE ANCHOR W/ 2" /n W 8• W O o- SECURED W/ 2- PART w g TO BE PT. PROVIDE DEL. TOP PLATE WASHER SET IN HIGH STRENGTH = W U 7'CAPPED a I EPDXY. MIN. EMBED EPDXY S1YY' EMBED. MIN. 16" OC N to GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Q 0 FOLLOW ALL MANF. BTM AND TOP PLATE �k CURB FOR NI SPECIFICATIONS FOR ANCHORS W/ 10d x 1 1/Z' --��/x" MASONRY o ¢ USE AND = m I C7 v 4„ PREPARATION OF -HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W UNITS SET T:O AT ELEV: x 3'• SLAB SCHEDULE 0'-O" SECURE FLANGE TO LLI Q SLAB W/(4)1/4"X21W p p0'�"' [FEE +-O'_0 TAPCONS O'QQ- TOP OF SLAB _� 4" CHAMFER (1STORY)6"QHAMFER,2STQRY) RECESS AROUND GARAGE =AND ULE SIZE NTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLAT AMIN OF 48" AND NAIL W/ 16d COMMON 7 SCALE 34'-1'0' 5 6 (W/ UPLIF NAILS, 2-ROWS, 4' IC BTM. VERIFY HEIGHT SCALE 3/4'-1'-0' SCALE:34"-1'-0' LAP TO OVER STUD OF WALL W/ PLAN 2,4 OR 26WOOD 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 V W MASONRY LAP TOP PLATE A MIN. OF 48" NAIL 16" .,.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 WHEN NO .j:REQUIRED SPACING REQUIREMENTS (q UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z w WALL W/ SYP No 2 STUDS SEE SEE SLAB SCHEDULE PLANS FOR SPACING. SINGLE Q ^ (L Q BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL +- 0'-0" TOP OF SLAB PROVIDE DBL. TOP PLATE 15' O/C STAGGERED. Q W 7' a ADDITIONAL METAL 00 U . CONNECTORS NOT 'd REQUIRED WHEN NO w 05 UPLIFT IS PRESENT. O 8" CMU WALL #,Z LINTEL CONT.(TYP.) 8"CMU FILLED CELL (TYP.) • TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING EQ. EQ. EE SCHEDULE jPOURFD WXD, BAR SIZE +-0Y'F Z SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5"FOR AND BAR QUANTITY TOPOF SLAB Z -MINIMUM EMBEDMENT INTO - "ISOLATED" COLUMN PAD NTERED UNDER WALL AND GROUTEDRTICALLYMAX ENDS AND 16" O.C. VERTICALLY MAX INTERIOR CURB FOUNDATION WOOD WALL < URED MONOLITHICALLY WITH ---- -NDATION AND SLAB (NO UPLIFT) SEE SCHEDULE ��° , ULE FOR WXD, BAR SIZE R SIZE BAR QUANTITY INTERIOR FOUNDATION WOOD WALL SCALE 3/4"=r-a' (NO UPLIFT) 10 NTITY COMBINED EXTERIOR MONO- FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION B'VARIE9AND 3-3' o-s SCALE 3/4"=1'-0" j SCALE: 3/4"=T-0" mEg �� SHOWER RECESS FOOTER I � SCALE: V=V-0" rA S C N IT E C T S Design Grou .. 1441 N. RONALD REAGAN BL' LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 M 0 rn O a SUDDIV. & LOT SILVERADO LOT# 26 BLK. 10 PROJECT* 03719.001-26101 MODEL: "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: DETAILS 150 PH E B nATiN 07/15/21 SCALE: 1/4"=1'-0" SHEET s1.1A TIE VERTICAL REBAR TO HORIZATIONAL REBARW/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR `�C VARIES PER ELEV. • ° ° TO HORIZONTAL Z REBAR W/ 10" HOOK ° ° GROUTED BOND BEAM VARIES PER ELEV. •- Z 5 0 X Y. I iR5 BARS � a L m O 41 10" HOOK I, b 6 —�<—..a.,_ a00 < a•�1° ° 0 CLEAN OUT REQUIRED m 1'-0" Ir TF10 FOR INSPECTIONQ� • • M 0'-0"FIN. FUR. <° TIE EREBAR • TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. • Z, W #3 18" #5 3a' CMU UNIT DIMENSIONS �ap ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48BAR DIA. #6 #7 42" HORIZONTAL/VERTICAL HORIZONTALNERTICAL METHOD #4 24" #5 30" O MASONRY SYMBOLS ,' 3 SCALE:3/4"=T-0" REINFORCING L INFORCING SCALE:34"=1'-0" #7 47 1 SCALE.34"=1'-0" A1f1V A E C E I T E C T Design Grou .� 41 N. RONALD REAGAN BL' LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rn r 0 63 mA F BVHDIV. a LOT" SILVERADO LOT# 26 BLK. 10 PROJECT* 03719.001-26101 MODEL. "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH E . B GENERAL NOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 7tK EDITION, 2020 RESIDENTIAL SECTIONS ­2 6 R606. 11 FLORIDA BUILDING CODE, 7M EOITW,=0 BUILDING, SECTIONS 1WI.21]107. 13 BUILDING CODE REOUREMENTS FOR REINFORCED CONCRETE (AO J1&14). 1.4 BURRING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 40VW2.16) 1.5 AMERICAN SOCIETY OF CML ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES(ASCE 116), 2.)CONCRETE: 2.1 CONCRETECOAPRESSIVESTRENGTHAT28DAYS: 2.1.1 PRE-CASTWSTANDARD REINFORCEMENT O PSI MIN. 2.1.2 PRECASTWPRESTRESS REINFORCEMENTd PSI 2.1.3 GROUT PFR AS1M G78- 3000 PSI W MAx. UW AGGREGATE, W TO 11' SLUMP. 22 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM ABi-SM (GRADE 80) 211 STEEL IN LINTEL AND KNOCKOUT BLOI((PIACED IN FIELD) ASTM A815IA61W (GRADE 4). 23 PRESTRESS STRANDS MW M167-WRE, STRESS RELIEVED 2M KSI 2.4 OETAILREINFORCEMENTIN ACCCRMWEWTHAC1318-14. 25 CONCRETING OPERATIONS SHALL COMPLY WTH ACI STANDARDS. 26 D4.5 WRE PER ASTM A106NA- 3)MASONRY 3.1 CONCRETE MASONRY UNITS(CMU) SHALL CONFORM TO ASTM-, NORMAL WEIGHT WTH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE M OR'S' 33 FULL MORTM JONTS ARE REQUIRED 34 MINIMUM AGGREGATE 25-DAY COMPRESSIVE STRENGTH OF CMU AND MORTM SHALL NOT BE LESS THAN FM - -I PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD' OR, ALTERNATIVELY, BY THE'PRISM TESTMETHOO WHERE USM REWIREMENTS HAVE NOT BEEN MET. 41 STRUCTURAL: 41 SAFE LOAD VALUES ME BASED ON LINTELS HWNG A BEARING OF 6 ((WTH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTON RWIS,3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SMEMADVA_ ESB EDONRATO MSIGNANALYSISMRACI31&14ANDTM5402.16 4 3 DESIGNER MAY EVALUATE CONCENT MO LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MM MUM RESISTING MOMENT AND SHEM AT 8 DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 44 FOR LINTEL LENGTH AT 68'OR GREATER, VERTICAL CELL FILLED SOLID WTH GRWT AND MINIMUMONE(i)FS VERTICALREBMISREWIREDATEACHENDOFTHEUN L. 4.5 LINTELS THAT ME GREATER THAN I4'-0' CLEAR SPAR MUST BE PROMMD TEMPORPRY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" 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/ iOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4.1. 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. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK (2) 2X12 LIFT BEAM PLAN SCALE: 1/4" = V-0" -1 1,. JUL A R C H I T E C T S Design Grao a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F �y ?o U r4 O Q 0. 6�. StMDIV. at LOT SILVERADO LOT# 26 BLK. 10 PROJECT# 03719.001-26101 MODEL "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN 150 IPH EXA B DATE 07/15/21 SCALE: 1/4"=1t-O" SHEET s� NOTES TO THE INSPECTOR/CONTRACTOR TYP 817191 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL PLACE STEEL 3. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �\,\���� �O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH TYP. 8N16" A #5 BAR IN EACH COURSE. IO 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ff:1#5 #5 CORNER BAR W/ 30" LAP FOR EACH O��ELP / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOOEJA REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1ai / TOP OF THE LINTEL. / A° 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REB �,\\A'�p 8x16 DBL. BOND TOP OF p05' FAR Q�E BEAM W/(1)#5 BAR BOND BEAM •\�•V' EACH COURSE '\O O 8x8 BOND BEAM — TOP OF • Q�G�\� W/(1)#5 BAR BOND BEAM L F = FILLED W/ GROUT•\\U= UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF#5'S, IN BOND BEAM, IF FILLED LINTEL. B E BEAM COURSE#5 SEE NOTE 5 �/c 8X8 PRE -CAST CONCRETE AN16-1T/1 P09���R NOMINAL—� LINTEL W/(1)#5 BAR(L2) LENGTH OF BAR =WIDTH OF MASONRY P� HEIGHT #OF #5'S, TOP a OPENING -2" CORNER BEAM COURSE n BEAM DESIGNATION _ NGEOR THAT XFXXT/M,OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8 8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM ANDXFXX- 1T/OW08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER SCALE: 3/4"=V-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - iT/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - iT*M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4' _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST "a 1FT OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 7 0 ro EMBEDMENT 0 2x8 (MIN 2X3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING — BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND 'SE SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN REQUIRED 18" O.C. MAX. MIN 1-114" MIN, 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOCKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS `� ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE 1 1/T=1'-0" 5 SCALE:34"=1'-0 3 SCALE: 3l4"=1'-0" v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I > I - SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II I�exe II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / ENSURE THAT PIER GROUTS BENEATH STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM D SCALE: 3/4-T-O" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1' 0" A N C N I T EC T 6 Design Groulr.a 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 a y 0 [LI-13 SU13DIV. & LOT: SILVERADO LOT# 26 BLK. 10 PROJECT# 03719.001-26101 1[ODEL "2558—HAWTHORNE" OARAOE SVnNG: LEFT PAGE: DETAILS 150 MPH EXF, B BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION �fc psi) SIZE WkH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING LOADSGRAVITY & UPLIFT SAFE 8"x8" RECESS DOOR HEADER LOADS 8"X12" RECESS DOOR HEADE MMMMEN Mdw® ®®®®®® �Fmm GRAVITY & UPLIFT SAFE .... 8"X16" RECESS DOOR HEADER ..• . mmom WE IMMIRNMEEWMM ONE Mdmm�nmm A N C N I T E C T• 6 GroMo. n 41 N. RONALD RFAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA 0: 0003325 w O y� R sF C I LJ aysa:v e9 L.OT SILVERADO LOT# 26 BLK. 10 PROJECT* 03719.001-26101 MOD'La "2558-HAWTHORNE" GARAGE SNRIJG: LEFT PAGE: DETAILS 15 PH FA. B D TE 07/15/21 SCALE: 1/4"= V — 0" SHEET s2.1B A R C N I T E C T a 7,-0" yli CJi I N CJ3 = u CJ5 = EJ7 EJ7 EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM EJ7 =_ CHORD WITH 2 ROWS 1 Od NAILS STAGGERED @4"ONCENTER EJ7 I = I 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 TO ADJACENT TRUSSES W/ (2) fi 16d COMMON NAILS & SECURE TO BM. W/SIMPSONLTA2USED EJ7 TO BRACE TOP OF WALL. EJ7 I p==== I EJ7 ---- EJ7____ I EJ7 EJ7____ I F to y✓� O � 1 � EJ7 = I CJi CJ3T -- II1n(III�1IIF --oil CJ5T EJ7T EJ7T RIDGE CJ5T It -N— - CJ3T GJ, N II II U L NNNNN.�N� I N I I N N I I RIDGE II e n n I N II N n I u n N II u N u n n q II II_II_ u —IE- II II I n n N 11 II NI u n 1 n 11 II n e INIIII N H I I e I It II II II NLLOQ11 I N I I I0oll I N H N p N F: 11 1 II N I I I I N II 11 fl mill N W 11 I II N I I Naco �li II 11 tl Y p � 11 11 II 6 o 6 to O 11 lJ H 11 N II N 11 W N q 11 11 II x 11 11 N I 7 �, iv I'NII W :p II 11 11 Q � 11 11 N II N II II II N N II II z II II II fl n n 1: n n n n II RI GE IILGQ N II=Y I I W II II II II II II II � II .w- II II II II It II II � I I E N II II II �� II II II MINI t)Q CJ3-i _ w� v� q N N RIDGE EJE� smpaFmwlgi .1 N n n NH n yA I Noa��gU II II II I I EJ71 to II x = _ CJ5 II I I II x u = CJ3 II CJ, CI o m m a N o m rn I m n y Q Q Q 6 Q Q Q Q FRAMING PLAN SCALE: 1/4" = V-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, A77" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 b 0 4 F SILVERADO LOT# 26 BLK. 10 PROJECT* 03719.001-26101 MODEL "2558—HAWTHORNE" GARAGE SWING: LEFT PAGE: FRAMING PLAN 150 MPH EXP B 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 TOp TRUSS CONNECTIONS. FVR 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. DXjj: 07/15/21 SCALE: 1/4"=1'— 0" SHEET s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10dx I �'NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x I J'NAILS TO TRUSS OBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH �l 6) 1 Od x 3 �'NAILS TO GIRDER AND 2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �'NAILS TO GIRDER 112, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W1 (3) 16d GALV COMMON NAILS 1X2 SECURED Wl 10d GALV COMMON NAILS 12. OIC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE A PT SYP #2 Z'x 4", 6", Wx 4'-01' MAY BE ADDED Wl 10d NAILS, 2 ROWS, 3' OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEEREDWOOD TRUSSES 0 21VO/C. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT U: 1810 LES, L.770 LBS (1 PLY) B ALLOWABLE UPLIFT U:2365 USS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT U:2705 LES (2 PLY) S1A 113 1C TYPICAL TRUSS/ SCALE 3/4"=l'-0" SS GIRDER CONNECTOR(S) BERES BACKIR OIL= THICINSIS 4500 3/4" WOOD PANELS 6000 1 (2) lrZ'WOOD PANE7S_ so (2) 1/Z'WOOD PANE7S 90 2x LUMBER 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2'HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2K4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, PROVIDE DBIL TOP PLATE PROVIDE BLOCKING 1/7* GYP WL. ED, SEE SHEET SlAA FOR NAIL SIZE AND PATTERN (I -JOIST CONNECTION @ L.B.W. 4 SCALE: 3/4"=T-01' �p� (NO UPLIFT) OUTER 1/3 OF SPAN ONLY B M­ PLATE DEPTH 114*D —HOUE EDGE �518" —HOUE DIAMETER 215*D SGL. STUD �HOLE EDGE >5/8" "—.OLE DIAMETER - 3/5*D DBL STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRU 0 24' OfC, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J'NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLI FT CONNECTOR lx2,2x WOOD FASCIA —zh SEE ARCHITECTURAL 2K SECURED W/ (3) l6d GALV. COMMON NAILS. 11Q SECURED Wl 10d MASONRY BOND GALV. COMMON NAILS BEAM 1210/c SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOFIWAULIFLOOR SHEATHING FASTENER SCHEDULE" NOTE A PT SYP #2 2" x 4", 6". 8" xV-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(l) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) #'X 5" TITEN HE) TO CMU AND (12) SOB J'x 2 �'TO GIRDER B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �'. 5" TITEN HD TO CMU AND (18) SOS J'x W TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) �'x 67ITEN HID TO CMU AND (18) SDS J'x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 9'EACH WAY OF BOLTS A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT 4725 LES (2 PLY MIN.) C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.) _Y9 r TYPICAL ROOF (2A 2 B 2 GIRDER CONNECTOR(S) _75uALE :"` BACKER BLOCK THICKIIIIESS ANELS D PANELS STA12 20 GAUGE W,,,,dx,,2 HOG COMMON NAILS. 4111 111" WOOD P '0 EACH END TOTAL OF 10 6000 (2) 1/2' - WOO 60 (2) lr2pl WOO I I 10 LUMBER _VLlI-JOIST WITH BACKER BLOCK LO HTT4 W/ 5/8" A B WITH MIN.7*EMBEDMENT TO SLAB 8, (18) 16d x 2-1 /2', NAILS TO POST_ POSTTO SIT DIRECTLY ON SLAB ---------------- 4 (LVUWOOD POST CONNECTIONS 5 SCALE: 314"=V-0" ;r�o I NOTEE T-_WHEN TRUSS BEAR ONTOPOFLEDGER USESIMPSON HTS20FROM A - SIMPSON H US28 G - 1200 UBS, U � 1280 LBS Wt (1) 314— SI MPSON TITEN BOLT/J-BOLT, 5" M IN. E MSED (22) 16d GALV. CO M MON NAI LS AN D (8) 16d GALV. COM MON NAILS. B - SIMPSON HUS28 G � 2400 LBS, U < 1425 UBS W/ (2) 3/4"' SIMPSON TITEN BOLT/J-BOLT, S' MIN, EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C _ SIMPSON HGU S28-2 G - 2400 LBS, U , 1810 LBS W/ (2) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS2_2 G � 4800 LBS, U - 1810 LES Wl (4) 31,V* SIMPSON TITEN BOLTIJ-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G � 4800 LBS, U - 1810 LES W1(4) 31,V* SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON — HTSM20 W110 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1 0 1 Od TO TRUSS AND (4) 114" x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & Z'APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6--g- MAX (W/lX4) �R 10'-0" MAX (W/2nll__ (2) 2X4 No 2 SYP DIAG 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSESWHERE TRUSS (DIAG. BRACE TO X-BRACNG IS PRESENT AT COVER 5 TRUSSES) 4�(yl O�C. (AT SHEATHING 0'-0" TO 30'-01- (1) X" BRACE SEAMS) 30--l" TO 60--0 (3) X" BRACE SECURE 2x8 PT. PLATE �1�::Xl: BRACE C CENTER TO BILK Wl 1/2" DIA, 2 X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. ft(2) WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC lx4 DIAGONAL MAX, BT M . CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO Z(8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER 0 C MAX MAY NOT BE TRUSSENG) CONT. 2x4 SECURED W/ REQUIRED 10d's 0 EACH TRUSS ML� N I TO BE ff STALLED@ 101-01, 0. C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. Ix4 BTM. CHORD BRACING 6-10" O/C END WALL OR OTHER MAX. ' OR 2x4 STM. CHORD BRACING END TYPE CONDITION, IF 10'-U'O/C MAXSECURED W/ (2) 1 Dd DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING C CAUE 3--=V-10" FEDGE CENTRAL SPACING SPACING SEE SEE STM �CHEDUL� SCH;4t SEE FRAMING PLAIN SEE SCHEDULE FOR BOLT SIZE __J LSEE LEDGER SCHEDULE 5 1/2,, MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTB ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2 END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-01'. 3 ALL BOLTS TO HAVE WASHERS 4 EXP BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6'O/C. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) PT DIA. x 3" MASONRY SCREWS MAY BE USED, RAMPRPAr.iNr, PPQI IIPPMPNT LEDGER SCHEDULE MARK SIZE BOLT SIZE TEDGESPACING CENTRALSPACING A DOUBLE 2x8 1/2, 81, O/C 161, O/C B DOUBLE 218 3/4" 8" OIC 24" O/C C DOUBLE Z110 1�.. 81, O/C 16" O/C 0 DOUBLE 200 14" 81, O/C 24" O/C E DOUBLEZ110 3/4" 6" O/C 16, O/C F DOUBLE 202 3/4" 1 6" O/C 1 12- O/C WOOD LEDGER DETAIL BLOCK WALL W/ GABLE END �� �-EN&�DTRU�S�� 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 (Fl 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 Fl AND F2 FORCES. ALTERNATE MATERIALS SCALE -"=I'-� P—A R C H i T E F T l"I 6 1) e W1 n G r2b 010.!. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm L AA #: 0003325 lit I"SUSDIV. ac LjO SILVERADO LOT# 26 BLK. 10 PitoimcT# 03719.001-26101 MODEXI: "2558- HAWTHORNE" GAXAGE OWWO: LEFT PAGE: DETAILS 150 MPH EVV PJ F-pptlNT I DATE: 07/15/21 BCAXX: 1/4"=l'-0" SHEET S3. IA 4% —.04 FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) W16" ° 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, 0__LLOOR BRACING SCALE: 3/4"=1'-0' SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 12"NAILS GIRDER TRUSSHDG WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE-'=V-0' DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY STAG EREDINTO RUPPERPLYY INTO 2X6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION A.EA. OZ S^ o > mUV PER ELEVATION z 1X2 FIRE -STOP MI "'WOOD SCREWS �M - x 2" LONG STAGGERED OFF CENTERLINE OFF 2.6, MI 3/4" AS SHOWN SIMPSON A23 TRUSS /4„ NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL2X_LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING , ON EXTERIOR WALL SCALE:34"=1'-O" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: @TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; Mi 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4) 1- STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF NAILS EA. END MUSTWITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x6; _ 3/4" AS SHOWN 2.4 BRACE @ 48' O.C. , M N. FROM FLOOR DECK Iµ NAILS @ EA. END EA. END LINE 2x6 COOT. W/O i6d NAILS DBL 2X8 LEDGER TO CMU W/ 1/7' EXP. BOLT 01 8d RING SHANK NAILS @ 4" O.C. MAX OF FLOOR TRUSS 8" CMU WALL AT 16' O.C. AND 8" FROM INTO BLOCKING (BT(BBT. 2X6 IS FOR WALL SHEATHING SHEATHING NAILER) REINF PER PLAN END W/MIN 5-12' EMBED. 16d NAILS @ e" O.C. MAX 1X2 FIRESTOP PER ELEVATION FLOOR DEC /4„ PER ELEVATION PER ELEVATION rL 3 z O= NAILING PATTERN u�iU 0W PER ELEVATION N=—z PER ELEVATION PER ELEVATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24 M GINEERED WOOD FFRA NAILER W/ FLOOR TRUSSES (SEE TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD G PLAN) MASONRY NAILS @,2 D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FORN HETA-16 @ REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED.TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@7 SS PLAN) AT TRUSSES PARALLEL 32. O.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR 5 SCALE: 3/4"=1'-0" C PRE-ENG FLOOR TRUSSES NOT USED V 7 O SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-U'O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24' O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 10HIGH W/ 12" DIA. ANCHOR BOLT W/ 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. 8-(2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (1 4) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •O• PROVIDE BLOCKING 'O' SIMPSON SPH4 OR SPH6 BTM 1/Z' GYP. WL. BD. CONS. 2x4 SECURED0d's@EACH AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE SECURE BT. PLATE TO SLAB W/ 12'k9" WEDGE ANCHOR W/ 2" F c - U 6v9 TRUSS TO BE INSTALLLEDED 0@ 10'-0" O.C. MAX. 10dx3" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16' TRUSS/WOOD POST CONNECTION 1 OCI 10b 1 OC. OC MAX. SCALE 3/4"=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ' 8 TRUSSTO POST CONNECTION SCALE: 3/4"=V-0" A - SIMPSON MTS-12 U <990 LBS 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) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 12" SDS TO POST TRUSS CONNECTION @ L.B.W. �� �� POST TO SLAB CONNECTION A8B - SIMPSON ASU44Z POST BASE <U:1.900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT 81MPSON ABU46Z POST BASE <U2,300 G.10,335 W/ 5/8 DIA. x 6" EXP. BOLT C_SI MPSON HTT5 POST ON SLAB <U:4,565 W/ 518" AB. WITH MIN. T' EMBEDMENT TO SLAB & 26 16d x 2-12" NAILS TO POST. A R C H I T E C T! Design Grou .! V41 N. RONALD REAGAN BU LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m 0 A R SVHDia► ae LOT: SILVERADO LOT# 26 BLK. 10 PROJECTµ 03719.001-26101 MODEL "2558—HAWTHORNE" GARAGE SWING: LEFT PAGE: DETAILS 150 Jft E . DAB 07/15/21 SCALE: 1/4"=1'-0" SHEET S3.1B FIBERGLASS SHINGLES OVER 030 FELT PAPER. SEE SHEET SNI FOR PLYWOOD SHEATHING SECURED PER NAILING SCHEDULE 14'-214' C� _ Ire - V-4' T.OM,o STUCCO OVER FELT OVER PLYWOOD DBL STUD — -- W/(2) SP4 VXI0' WEDGE -� ANCHOR • 32' OTC. (1' MIN. EMBED.) (2) 2XI2 HOR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 • EA. SIDE PRE-ENG TRUSS(STRAP PER FRAMING NOTES) MTL. DRIP EDGE 2x SUB -BAND o 14'-2' ENTRY Bldg. HGT — VENTED ALUM. SOFFIT DOUBLE TOP PLATE j O.S.B. SHEATHING OR }' COX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS-12 • 24' O.0 ENTRY DETAIL—ELEV. V A SCALE : 1/2'. I'-0' ARC N IT E C T S Grousi 1n 1441 N. RONALD RFAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 ro 0 0 d SUBDIV. & LOT SILVERADO LOT# 26 BLK. 10 PROJECT: 03719.001-26101 M0DEI: "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: ENTRY DETAILS 150 MPH EXP. B bwT� 07/15/21 SCALE: 1/4"=1'-0" SHEET s3.1c FOR ASPHALT SHINGLE ROOF, USE MIN 7116'STRUCTURAL SHEATHING EXP 1(24/16) or 15/3Z' STRUCTURAL SHEATHING EXP 1 (32J16), FOR CEMENTITIOLIS TILE AND METAL ROOFING, USE 15132" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM Sd RING SHANK, 2 3/8" 0.113 17QOOO RING (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 Sd RINGSHANK, P E MATIC U 2 318" 0113 F1667 SN CREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4-1 0 C� AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF SPECS.) SEE DETAIL. ZONE I Bd NAILS @ lV' O.C. ON EDGE AND 6- O.C. IN F�ELD ZONE 2e, 2r, 2ri Scl NAILS @ 4!'O.C. ON EDGE AND 4!'O.C, IN F ELD ZONE 3� 3e, 3r, Ed NAILS @ 4" O,C ON EDGE AND 4'0.0 IN F JELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 z U-1 Z,j m 0 0 0 z of �3 Ed RING SHANK GUN NAILS @ 4" O.C, 11 TOP & BOTTOM EDGES ., z z U, Z , - < z 7 Q z 0 < I,, Z J, z 0 z b TYP EXT. SHEATHING ATTACHMENT I _,wl —, END i a �.l HIP ROOF NET Lo ROOF ��I.ND DESIGN PRESSURES POSE) 7 IS CORE I=.— —3— IONE 1 11 -- ZONE . — �A�C­N ZONEDSTANCE RISK — I A_ CABIL INTERNAL PRESSURE OOEFRCENT �l 0 18 RAFTER OR TRUSS ROOF SHEATHING 5 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W1 BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS Wl (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ( - Ed RING SHANK GUN NAILS SEE:'ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#SZ' DECK SCREWS' @ 6'-8" O�C� MAX` @ EQGES & 1Z� O,C, MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING) FASTENER SCHEDULE WNDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION IRE Rem— APPLICATIDN TYPE SPAO. RENARKS ­PTFURRINGTO MASONRY I COND CASEHARDENEDOCIL NAIL I IQ LONG DOOR RICK TO MASORRYMNIC 11'r No —HER FA.TENER A._ VENDDST I -EDGEDST SGD, A EXT DOCIRS CASEHARDENEPCOIL --FASTEN D GARAGE DOOR SUOR 1S - CIA OR .. EXPANSON BOLT 01CL31S A) 4'ENEFD,4-ENQIDST I� PT. SEE NOTE 6 NAL I I—ONG AGGERED INTO M­ TO MASO.— ER OIC I- DA) S EDGE DRT .N--A CASE HARDENED CCIL — FARTIENID I. CONTACT THIS ENGINEER FOR SPACING I. PT, SEE — S NAIL 1 1— STADGERED INT..A__ .­ REQUIREMENTS EXT — DODR BUCK N PT SEE NOTE 6 D),ISIXA NO WASHER TARCON. PAINER I�ITI�Ej DT "' ' " I EDGED R ­44—Ri— I — TO C NC ELAS ZHER I EX.N-N ­11D VEND BOILT DIST, Y EDGE DST PT 'IN-' BUD` 4"EN , CIST. I I� PT STEEL .1. SEE W, PAF 2 lffl� To —HER I NOTES ­ERED EDGE D.T NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTEN ING OF GARAGE DOORS, VIANDOWS AND EXTERIOR SVIANG DOOR$ TO F RAMI NO B LICKS SHALL BE AS PER MANUFACTURER'S SPECS AN D i OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, RAF 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�=SNDDO R BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SVONG DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2 ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE, GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION VVITH JOB SPECIFICATIONS AND ARCH�TECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCH TECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ONSTRU TURALDRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R2020,7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOWON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN ALL AGGREGATE USED IN CONCRETE SHAUL CONFORM TO ASTM C3W33M. MAXIMUM AGGREGATE SIZE SHALL BE 34. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. PROI IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS�ONUGROUND MERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK, FORM -WORK. SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE VVITH ACI 347 LATEST EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORMUWORK. WOOD: NON -BEARING WOOD WALLS TOP P LATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRI PPLERS, SILLS, ETC , SHALL BE SOUTHERN PI NE NO, 2 OR BETTER. Fb = I 100 PSI AN D A MODULUS OF ELASTICITY = 1,400, 000 PSI. ALL WOOD I N CONTACT VIATH CO NCR ETE OR CONCR ETE BLOCK SHALL BE PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES S LL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON BHA L BE RATED TO RETE14TION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W1 DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THANWOF HEARTWOOD. ALL DIM NSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE 20 OTOPCHORD OR ,AVJINGS. FOLLOWWRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020T 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL = ING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS VVITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT VVITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WRE MESHT SHALL BE ASTM A1061 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2"CKAIRS SPACED 3'-0' OC, EACH WAY. To BE —DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR T E CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STIR SSI LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSSDESIGNS 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 DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W1 HE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE VVITH TPI-14, -DESIGN NATIONAL C NTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' AND VER ICAL BARS SHALL LAP 6 x BAR NO UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF LIVE LOAD FLOOR: LIVE LOAD 40 pvf RE EW WOOD TRUSSES. P -no—oncurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR 36" 10 psf BTM CHORD Hnon-concurnert #5 BAR 30" #7 BAR 42" PROVIDE 36" A 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION 15 psf TOP CHORD 20 psf TOP CHORD (7 pf w ASPHALT SHINGLES) (10 psfwl No GYPCRETE) 10PSIBT CHORD 5 pet BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Op.f BALCONY LIVE LOAD 60 pirf STAIRS LIVE LOAD 40 pf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY 11) LIVELOAD : UNINHABITABLE ATTIC WITHOUT STORAGE: 10pf, UNINHABITABLE ATTIC WTH LIM D S "E(EXTERIOR) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES AND DECKS: 40pvf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS 50pf, PASSENGER VEHICLE GARAGES: 50pf, ROOMS OTHER THAN SLEEPING ROOM: 40pf, SLEEPING ROOMS: 30pfT STAIRS: 40pBf SHOP DRAWING REVIEW: SHOP DRAVVINGS VVI UL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCU ENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEWWILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAVYINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED OATHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FO TINGE WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE EIHAUL BE COMPACTED TO A DRY DEN81TY OF AT LEAST 95% OF THE MODIFIED PROC OR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. T E 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 ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIM UM 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 250 P 3 0 �REGU RWE:GHTF R FOOT NGS, AND SLAB -ON -GRADE : O00P8s REGULAR WE GHT FOR BEAME, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHAUL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIOR TO THE ADDITION OF PLASTICIZER CON FETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC, CONCRETE TICKETS $HALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNEITS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A. YFOR CONCRETE CAST AGAINST AN PERMANENTLY EXPOSED TO EARTH (FOUNDATIONI 8, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 112" FOR 06 AND SMALLER FOR #6 AND LARGER C, FOR CONCRETE NOT EXPOSED TO WEATHER 314. FOR SLABS, WALLS AND JOISTS 1.112. FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIUASCE 7 88: 1990, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAVIANGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & A L TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECTT E STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL P ROVIDE ENGINEERED SHOP DRAVVINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE VVITH ASTM C-90, GRADE ft = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING ONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, A D SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, U LESS SPECI F CALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "WOR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER A8TM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDiOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS),, UN 0. STRUCTURAL STEEL: 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 A36IA36M Fy = 36 kEj FOR A GLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOOIA506M, GRADE B, Fy =N46 W STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. AN HOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS VVITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNUOFF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. PLAN SHOWING COMPONENT LAYOUT. SHOP DR NGS SHALL BE SIGNEDAND SEALED BYA FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. A R C N I T E C T S G f WE)es%'n ou pO... Ai N. RONALD REAGAN BLI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 g 0 rOUDDIV. ac LOT: SILVERADO LOT# 26 BLK 10 PP.OJECT# 1 03719.001-26101 MODEL: "2558- HAWTHORNE" GAMAGE 8WING: LEFT PAGE: DETAILS N 150,VPH EV% Bf I -6:CT-if. 07/15/21 1 SCALE: 1/4"=V-0 SNI to 0 if @ TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX STAPLES INSTALLED - TH RU SOFFIT AT NAIL HEM AND IN VALLEYS G) MAX. DETAIL A FASCIA STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @—r_ 12" O.C. MAX (INTO (Z)WOOD) IN J-CHANNEL SLOT WOOD BATTEN (190 -STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR -TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J'MAX:-� 6-- DETAIL D (D STAPLESINSTALLED, THRU SOFFIT AND J-CHANNEL J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS SOFFIT--�' Q J-CHANNEL— il nFTAII F J-UHANNI=L TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPANU SPAN'Ll ------- SEE DETAIL'A'---' _ S EE DETAILS-�' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE \AADTH (ROOF OVERHANG) CONCRETE; CMLI OR WOOD IT (D SEE DETAIL'D'-� SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR (192 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO COARAlklfl 'I riubbijulo I irvAr I cm BY OTHER EMB. X2 WOOD BATTEN Q - DETAIL B FASCIA @ BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O-C. INTO (DSTAPLESINSTALLED- THRU SOFFIT AND J-CHANNELATNAIL HEM AND IN VALLEYS OIX2 WOOD BATTEN WOOD BATTEN @ I —INSTALLATION SCREW, BATTEN ATTCHMENT 4 FASTENER SPACED 24" MAX O.C. STAPLES INSTALLED @ "'1_12" O.C. MAX (INTO (2) WOOD) IN J-CHANNEL (DSLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE VVIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL- f, DETAIL C J-CHANNEL -TRUSSIJOIST/RAFTER BY OTHER V--ANSTALLATION SCREW, 2-1/4" BATTEN ATTCHMENT EMB. J� FASTENER SPACED 24" MAX O.C. ,,,,e-STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL @ SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. OR 13.519 @ 375 375 .49 3.625 3.625—TF�-3.66 .08 .03j—rdi v 12 :�6j dA DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 I F-A R C H I T E C T $"'I 6 m I n GrZolSO. a. W - 1441 N. RONALD R7AGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. & W I SILVERADO LOT# 26 BLK 10 PltOJICCT# 03719.001-26101 MODEI. "2558- HAWTHORNE" GA3tAGE SWING: LEFT PAGE: SOFFIT DETAILS Q50 MPH EV\B) F"PpjNT -1 DATE: 07/15/21 BCAJ.E: 1/4"=V-0" skm= SD1 op w r