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Home My WebLink About7311 Steer Blade Dr2558-HAWTHORNE FOR: ��P��vCIO 11 Pal HORMN I" Q�P 12602 TELECOM E>Ft1VE, TAMPA, F1 33637 T®b (813) 740-9720 Fax. (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RDMA BURMC CM& RESID19i UL ?m 1011=1 (2m) `AIL LOLL AIiD STATE G ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADS. AILUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER DATE DESCRDnWN Oe/ED/19 ADDED 150-C WGINESONG ARCHITECTURAL SHEET DESCRIPTION 07/28/19 ADDED STONE CAP NOTE TO FRONT ELE OM DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTLAL GROUP R3 -CONSTRUCTION TYPE — VB - YIN. INTERIOR FINISH — CI" B -BASIC WIND SPEED — VDR=150 MPH Vasd=116 MPH -EXPOSURE - B -1-STORY RESIDENCE - .2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE �FF C CERAMIC D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIAL DIAMETER DIM. DIMENSION DISP. DISPOSAL OF. DEEP DR. DOOR D.S. DOWNS PGDT DTL. DETAIL .W D. DISHWASHER EA. EACH MIN. MQJIMUM M.T. METAL THRESHOLD MTD. MOUNTED MIL. METAL N.T.S. NOT TO SCALE G.C. ON CENTER PL PROPERTY LQ� Pa FK PUSH BUTTON PIT. PLATE ELYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.&0 RETURN AIR GRILL REF. REFRIGERATOR RM ROOM R.O. ROUGHOPFNING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR PG CI -COVER sT�ET PG GN—GENERAL NOTES PG AI —FLOOR PLAN PG A2D—ELEVATIONS -D- FRONT A REAR LEFT a RIGHT PG EI—ELECTRICAL PG EI-ELUMBINAL PLAN PG Pi-PI.UI[BING PLAN PG MI —MECHANICAL PLAN PG D1—DETAIS PG D2-DETAD.$ PG D3—PRODUCT APPROVAL LISTING PG WAt—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETADS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WAS —WALL ASSEMBLY DETAILS 07/26/19 ADDED WnONAL PENDENT UGHTDIG AT ErTCREN 10/14/19 ED UPDATLED LGHTS POI DR.HORM 10/30/19 UPDATED LED WfAM RUDINEW PER D.EAORTON 01/20/20 ADDED SIPSON CONNECTORS LLO. USP 11/19/2o MADE REDLINE CHANGES FROM ENG. FOR =20 CODE CHANGE 11/1e/Eo TPATTING ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/08/21 REPATHED XREFS FOR THE W20 FBC I STATE OF FLORIDA PROFESSIONAL ARCHITECT: S .I+T. CALL. S ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 LGI�E 2631 s•,8°,•FT. ENTRY Si 80. F?. COVERED LANAI 2� ea FT. ELEV. EQUAL �1. EXHAUST EXT. EXTERIOR F.G./FX. FD®GLASS F.G. FUELGAS FIN. FINISH FLU FLUOR FLUOR FLUORESCEM FIG FOOTING NG S.H.T SHEET SHWIG SHOWER ( SHWR SHOWER SId. SIMILAR SL. SLIDING SE OL. SLIDING GLASS STD. STANDARD SWS SNEAR WALL TEMP. TDOOR EMPTION ERED GLASS Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 3,405 Sd FT. GAR. DISP. GAARBAGE UGE DISPOSAL, O.F.I. IN TCIIICUIT GL GLASS GYP. ED. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR HEADER NSNSULOR INSUULLAATION I INT. INTERIOR O . TTOOPCOF CURB TOP. TIDP OF PLATE T.O.S. TOP OF SL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER WD. WOOD WOW. WINDOW wi{ WATER Ro GHHT IRON STRUCTURAL SHEET # DESCRIPTION PG SS —FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2—OWEL PLAN PG S1.2AD DETAILS PG 32—LIFT BEAM PLAN PG SZ.lA—DETAILS PG S2.1B—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIIING OR EXPLANATION IN ORDER TO BURR THIS PROTECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—ENTRY DETAILS ELEVATION 'D' PG SNl—DETAIIS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OIL ENGINEER FOR CL.ARLF'LCATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE hTQqw A R C N IT 10 T N Grou�� Wi N. RONALD REAGAN BL\ LONGWOOD,FL32750 PH: 407-7746078 FAX, 407-774-4078 www.abdeAigngroup.00m AA M: 0003325 BUBDM ac IAT: SILVERADO LOT #17 BLK. # 14 PR "'T 03719.00t-17141 MODmu "2558-HAWTHORNE" GAPA0Z 81FMC: RIGHT PACE: COVER SHEET 150 MPA E B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & 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 CINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6• WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBIN 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3D05.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION MIEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERIM 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 FlISSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl063-19a & ASTMCl787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESWANT 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 CEILIM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) Design Grou ,AL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA 8: 000W25 BUDDIV. Se TAT. SILVERADO LOT #17 BLK. #14 PROJECT 03719.00-17141 MODEU "2558-HAWTHORNE" GARAGE BWINC;: RIGHT PAGE: GENERAL NOTES 150 JWH EXP. B T.4' 5'-4' 5'-4' 5'-4' 12'-4' 20'-4' 10'-10' 20'-1' 42' H. KNEE WALL W/ TEMP. GLASS W/ 24' TEMP. 34-OW IH4-W 25-SH EGRESS S. Oft TEMP. EGRESS IR-ISH IIC��yI A O --------------I Q I I W LCc 9,_4, BATH2 W-4' U.C. io 2'STEEL PIPE 15 OLLARD 6 9 f- a i (p I BEDROOM r-b I a I BATH Q i0 a x a I 9,-4' CLG I R-ISH I 9 4 CLr BEDROOM 2 ^ e l TRAY CLG. D 9'-4' U.G. m I 'A TO 10'-O' Q 2'-91/2' �28. I I 4'-b• BARREL CLG VQ�wl 3-CARG'AcRLGAGE L-- ------------- i FROM 8_4. TO61, u9-4 u� I aem I i IR-16W ?a "� w.Lc. >1=1 wick — ----- — o , V S')'OR I I 1 2 _ 1 a 4'-8' BARREL CLG. �` I I 1 FROM&'-4' TO B'-B' iiiil ,i o I I 0 o llg1 LAUNDRY o a I GREEA4T RO M - -- W-4' U.G. - s _� COLAANNAI 9 I p �eED 9�-4CL 9 2 ® 9 I 10 0 26 10 BM1' B,_8, 2,_B. I cm "' 1 I I a I 2�_4• I m 3'-4' b'-B'0 5'-9' B'-9' u� 4,_b• '-0' I B'-b' I'_0. 5'-2''-4' 3'b•l'. -B' I W-4• 35-OW I I � I I I FLAT MDR •8_0_omFLAT vMDAPP. o ,-0FL •R iA �y 'n 2'-4- 2 BEDRM4 vv io mM en n I BEDROOMS . E BATH;b CLes 'PAN. 117 - - - - - v v HB 3 - EGRESS 3'-4' 30'-9' 12'-11' 13'-1' 4'-b' I2'-4' 5'-4' B'-2' FLOOR PLAN ALE: 1/4' . I'-C' 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 BITE PLAN. -OTHER OPENIIKsS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORB NOT LESS THAN 1 3/8' (35 MM) M THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS, NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL DM*la* AM PROM PACE OFT W PLOCK UWLL (OR ROM OF FLOM SLAB) TO PACE OF STUD UNO. - ALL IRERIOR IWLL6 AM 3)I' UX0. • DRYER VENTED TWINOU614 ROOF (VTR). NOT SCRE 4110 - AIR COMPRE960R SET CN 44X44' POURED COPIC. PAD. PAD OEGNS 6' PROM PAGE CP STRUCTW@. . SEE OHM ON FOR GdMtAL AND 6TANDARP OUILDNG NOTES. - ALL HAUMTAAL 111110O'16 TO WAVE ARC FAULT CIROUIT MMRR • ALL PULLULL WEIOMT CU.OgC M111.L.S [IETUEW PILLCD CELLS WTNOUT OFV14 OS ARE MBAR WALLS. SQ.FT. CAM 9S LIVBJG 2,531 SQ. FT. GARAGE 611 SR FT. ENTRY 51 SQ. FT. COVERED LANAI 200 SQ. FT. TOTAL 3,405 SQ. FT. EXTERIOR MASONRY WALL BRIG. HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' LATICRETE BY WYDRO BAN. RO. SHALL BE 14D' x 143'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UN.O. OQlpBE 11D I2a001A ED LAIp � aw aaoalaE roE a ®oaD IElIa OR/laa swm n01E eBLExaaodo IBINIIa NDTE! FaCTME MN. WMOOW 1 5 243/-32b CRITERIA EXTERIOR Slum 24 5 22,0/-2W DR MOIL CRITERIA 6". Mat 116 5 20.1/4DA CRITERIA 8010 O.W.D. 56 5 21.6/-21.1 16010 OFUD. 112 5 20b/-24.1 BASIC WIND SPEED MPH @ 150 (Vult) INTERNAL PRESSURE COEFFICIENT 3 0.18 BLDG. CAT.-R, EXP.-B, MEAN ROOF HT. . 14'-0' PRESSURES HAVE BEEN MODlFIND PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALIAl1ABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE RADIUS CORNERS, SEE VARIES COUNTER TOP MATERIAL TO PLAN_ CABINETS. BRACKET INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX REWPORCM KITCHEN AT ENDS OF PARTITION ARIE �� QQ4 BRACKETS AS WALL CABINET =NECESSARY. 2'X6'X35-I/4' m LOU) WALL i 2'X6' STUDS • 16, O.C. W/ 1/2, DRYWALL A TYP. CABINET SECTION A! c N I T e C T t Grouo 41 N. RONALD REAGAN SL% LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabd•signgroup.com AA M: 0003325 aysmv. ac Loa': SILVERADO LOT #17 BIX #14 PROJECT 03719.000-17141 MODEU 2558-HAWTHORNE" GARAGE AWING: RIGHT PAGE: FLOOR PLAN 150 P EXP B 20'-2' BLDG. HOT. 12'XIS' DECO LOUVER CRICKET 14'-2' BR:a. HT. o ENTRY—'-----'-- - V-4' BRO. F t,, IB'Xl2' DECO SHUTTERS (TYP) FOAM CAP STONE VENEER 814MLE ROOF ICRICKET I .i z MINIM: NJ Ff ON��. Fv- FRONT ELEVATION SCALE: I1W • I'-W TEXTURED FINISH STONE VENEER TO ISE INSTALLED PER MANUFACTURERS SPECIFICATIONS S I> f OFF -RIDGE OFF -RIDGE VENT VENT 5'-4' BR's. W.T. oV-4' BRCS. I-GT. 0 a ®o� 0'-0' FIN. PLR. FIN. FLR. . S O D - ------------- - -' ------MIN-' - . 8 REAR ELEVATION SCALE. 1/4' • P-0' TEXTURED FINISH AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 - 12.25 VENTILATION AREA XSQ. INCHES PER FT. (1") = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL#OFVENTSREQUIRED = 7.66748 TOTAL#OFVENTSPROVIDED = 8 SQ. IN PERLINEAL SOFFITVENTILATION AREA = 11.736 FOOT = 881.76 /11.736 TOTAL LINEAL FTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF "AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) I - I / LOUVER DTL. D SCALE: 1/2' . p_OSCAL�E: I/2' . p_0. ----------------------�\ 5'-2• Ia'-0• . I'-2' I I I 5' RAISED SIDE STUCCO . 1 LITE (TYP) I I I I I I I I I � I I I I I I I I I I I I I I I I I l `--------------------- DETAIL )ENTRY SCALE. In' • I'-0' B BA ND. I DTL. BAND DTL. E SCALE: 1/2' • P-W BAND DTL. BAND DTL. F SCALE: 1/2' - I'-0• A R C N I T N C T• 6 GrouI n 41 N. RONALD REAGAN BU LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.ebdosigngroup.00m AA *: 0003325 StmDIV 1e LOT: SILVERADO LOT #17 BLK. #14 PROJECT 03719.00t-17141 MODEL: "2558-HAWTHORNE" GARAGE 111118MG: RIGHT PAGE: FRONT & REAR ELEVATIONS :: D.: 150 MPH EXP. B OFF -RIDGE VENT S 0d m� __—_— _____--___—_—_ LEFT ELEVATION SCALE: 1/4' " P-m' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS ENTP RY . IITP FOAM CAP STONE VENEER SHl' OFF -RIDGE VENT OFF -RIDGE VENT BRG. HT.h s RL�-----�— OFF -RIDGE VENT I�6 OFF -RIDGE VENT 9'-4' BRG. HG7.1 S'-4' BM- HGT. ENT FOAM CAP 9 d m'.sa' FIN. FLR. - - — - — - — - — - — - — - — - — -- — - — - — - — - — - — — — — — — — — — rD'-0' FM. FLR STONE VENEER RIGHT ELEVATION SCALE: 1/4' . I'-m' TEXTURED FINISH NE STOVENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS A C N I T L 6 T 6 Ggn rpous l 1441 N. RONALD RE GGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-1744078 www.abdesigngroup.com AA M: 0003325 11,,,,,, sUBDIV. a< LOT: SILVERADO LOT #17 BLK. #14 PROJECT 03719.00t-17141 MODEIs "2558-HAWTHORNE" GARAGE DWING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS "D„ 150 MPH B ELECTRICAL LEGEND BYM. DESCRIPTION dT STANDARD SWITCH y4 -W4Y SWITCH -WAY SWITCH I `m PUSH BUTTON I INGLE RECEPTACLE 025v/20-AMP MILE POLE) =0 WV DUPLEX RECEPTACLE =0 IIVV DUPLEX RECEPTACLE (EQUIPPED ATH GRCUND FAULT TERUPTER(TAMPER RESISTANT TYPE) IIVV DUPLEX OUTLET (WALP OF OUTLET !RED TO SWITCH) � XTERIOR WATERPROOF/C+FI CEPTACLE (GROUND FAULT TERUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR D) 20V RECEPTACLE (4 WIRE CTOR) -Q EDUCATED RECEPTACLE L MtO1NTED LIGHT (LING MOUNTED LIGHT ANT LIGHT OOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CPM PER 6Q FT.) &08 BULD LIGHT FIXTURE mon BULB LIGHT FIXTURE 6GGB9C BOLD LIGHT FIXTURE ' TRACK LIGHTMG TTIC LIGHT WITH KILL CRAM ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT !SURFACE T) 'x4' FLUORESCENT LIGHT !RECESSED) O CESS LIGHT • CE66 LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT, FAN 1-0 -BOX (WALL MOUNTED) ® -BOX (CEILM^s MOUNTED) FILING MOUNTED FAN 0 T FAN (I CFM PER Sa FT.) It JACK 1-0 DETECTOR (WALL MOUNTED) O DETECTOR (CEILING MOUNTED) N JACK -,q-- PORT LOCATION a PHONE OUTLETS 4 RW TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO DE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 'lth EDITION (2020) a NEC 210.12 2011 • 20AAMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OFC2020). SECTION MI50'13 PBCR 9th EDITION • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 'Ith ED (102@). • ALL WORK TO COMPLY WITH ELECTRICAL PROV1610N6 OF THE FECR TTH ED (2020) . AI. I 1 AI•IAA AUAI I. MF API FCTFD MY P)1)11. MPM r_^\�El IER --�-------------- LLF CLG.FAN BEDROOM �\ I I 1 L---------------J R L COVERED LANAI II II PRE -WIRED `\ I I CLG.FAN WP L BATH 2 -WIRED E QPRE CLG.FAN ` VP / BATH 1 BEDROOM 2 GFI i L ..DD �J w1c. wic. -- — — i �R -L VI -- -' � G MTROOM "" PRE -WILD 11 CLG.FAN \ / / Y L , E ' 4'-C' 4'-0' / METER FIELD VERIFY � FOR O IRRIGATION qq...TIMER GFI CIA. I• OUTLET 44'AFF. L I I I I 3-CAR I I ' GARAGE ' 16 LIGHT 4 i 44'AFF. SWITCH IN ATTIC GFI CLG. OUTLET �GF10 44'AFF. �,• /AA `v// I I � ` Y C PGYER I I V I I I I I I r P$. FOR - wrwsa `�� t II I II I I ' I I &-/ /CO Q. T BEDROOM4 v �� r^l \0 PRE -WIRED GLG.FAN CAPE `,� ^ PAN FIFE-WIRED � FAD BATH 3 BEDROOM 3 I I I I � I I � Lj) LED LIGHTING LED LIGHTING LED LIGHTING ® DOUBLE LAV. ® SINGLE LAV. ® SINGLE LAV. BATH 1 OATH 2 BATH 3 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NECCODESD2 HOUSE PLAN: i 2M IIVIODEL 2M SO, FT, GENERAL UGHTING% 3 VA. PERSO. FT. 610 2 20AMPAPPUANCECIRCUITATI5OOVAEA. %Ood 1 LALMDRYCIRCU17AT 1. 1 RANGEAT NAME PLATE RATING OR COOKTOP/OVEN 12. 1 WATER NEATER A 1 DISHWASHER 1.2 1 CLOTHES DRYER S 1 DISPOSAL 1 MCROWAVE 1, 3 REF. 1.2 $l6TOTALOFGn1ERALLOAD FIRST W KVA OF GENERAL LOAD 100% IQ REMINDER OF GENFRALLOADAT 4O% 2695 VA.% M4 1 MTALNETGENERALLOAD 2Q 4TON NEATPUN4 n 8AMP %240 VA 672 IOKW ELECTRIC HEATAT6M 650 NET GENERAL LOAD 20,614 NE77OTALHFAT T07ALLOAD 3%ii FURIREGROWTH 10% 3383. CALCULATED LOAD FOR SERVICE 37,n7 VAY 240 V= 135 AM 2DD AMPSERVICEREQURED NOTE: ALL WEAKERSSEAVING HABITABLE RECEPTACLES SHALL BEARC-FAULT TYPE PER NEC 210-12 REQURENENTS. NEUYRALCALCUWTION: UGHTINO, APPLIANCE, LAUNDRYLOADS: 14.213 VA 3000 VA V 10M, REMAINDER 0 35% NETIGAD 6,949 VA RANGE: 12,000®70% 8,400 VA D.R. %000070% 3.500 VA TOTAL 13,80 VA NEUMALAMACITY: 1A489/2AD= 78A A2AL MINIMUM NEIITMLCONDUCTOR. PRE -WIRED FOR COACH \ LIGHT Yl\ L 1 I PRE -WIRED FOR COACH LIGHT I II I� I II I' II I� II II I I' I� I II I II I I i I PRE -WIRED FOR COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' . P-0' FROVIDE 3 2A6 CIA 1 % CU GND 2" CONDUIT OR PIR7\4DE 3 410 AL.1 4 AL 00 N 2" CONDUIT. (CONDUIT TO TERMNATE ABOVE SOFFIT • OVERMAN 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, AND MrAILLATON6 6NALL COMPLY WITH ELECTRICAL PROVISIONS OF M DOMINATION 2" AMP DOMINATION SERVICE 00440 VOLT DISCONNECT I PHAGE TIE FEC! TTH TTroITION (2020). LOCAL CODES, APO SWTCN AND MLO ILECTRIG PANEL ALL LOCAL POLLER COMPANY REfiIIRB'lNT6. METER N NOMA B. ALL CONDUCTORM 6144LL BE TYPE TNISN(M 4m 3R ENC .06LINE uLEGS NOTED OTFIERMBE. ® TRq�O�gR TSLSNIL79y"" WfMT10.�SVSaE N�m'0MMIFgPICE SGKIIPM@ll' 3rtER6YSTB1 BONDNG TERMINAL AT dotADE LOW VOLTAGE C2#ECTION6 PRDVIOE 200 AMP, 120/240 VOLT, 1 FFIASE 1 4 CIA 6E1ROM GROUND SECONDARY ELECTNCAL SERVICE. PROVivE 3 CONNECTED TO CONCRETE 210 COFFER (OW N 2" DIA 604110 LE M PVC ENCASED F'OOTER STEEL MR CONDUT OR PROVIDE 3 %AD ALUMNA" (AL) N 2" DIA 6O MILE 80 PVC COPDWT LI LE66 ELECTRICAL PROVI61046 CF L•OCR TM TBDITTGN C2e)0) SERVICE 16 PROVIDED BY THE ELECTItlO COMPANY. COORDINATE WITH 11E ELECTRIC Sh,' DIA X • ALONG COPPER 0 CQTANY PRIOR TO BID. CLAD CAI ROD A R C N I T R C T R Grown LONGVYOOD, FL32760 PH: 407-774.6078 FAX: 407-774-4078 www.Sbdealgngroup.00m � AA 8: 0003326 J IJAI amm; ounDIV. de LOT: SILVERADO LOT #17 BLK, #14 PROJ•OT 03719.00�-17141 U0DMI "2558-HAIITHORNE" OAP—*.G ¢ ewnJO: RIGHT PAOffi: ELECTRICAL PLAN 150 MPH EXP. B 2'-S' 3'-1' 4'-5' '-91/2' 14'-81/2' NB 71 I f L— J r--------------- I n O I I L I I I M I I i I i I I I ------------ \ I I I I I C I I I I L—J n I I — I I I I ii I i I I I 2 II I n I I I I I I I I I I I I I I I I I I I I I I I 11'-5' '-8' 1�'-®• I I I I '_�' I I I I I I I 12'-II' -- 15' 3' 2' VTR _ _ _ _ I KITCHEN BINC _� _ — — — — v LLV AUTO VENT Dim > 2' VTR 2 �• 1 1/2' v 1 I 3' 2 cn I L LAV. I 3LAV{Y 1I Q — LII I4VN3. 3' OHM -- — — — — — BHWR WASHER 3 Eli 2 iUB HB = _ TO MAIN 1°RE-PLUM15 — L.T. PLUMBING PLAN SCALE: 1/4' ° 1'-0' PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHBITED. A R C N I T R C T 3 Group F41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 amm; SILVERADO LOT #17 BLK. #14 PROJECT 03719.00t-17141 MODEU "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B E3 1 NO DAr-pA.i'ey 1/28/21 scA r. 1/4"=1'-0" elm]" P1 .00 HVAC NOTES I. ALL MECHANICAL EQUIPMENT WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS Imo, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER MC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL DE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 814ALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER RIC ITN EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO MC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $WALL, 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. RECOMIIENDATIONS AND FEC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC14 DBP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE" SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (1) THERMOSTAT m PASS-THRU AIR GRILL SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG --�FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRA" TOP CAULK P.V.0 OPTI/SPEC WFLOOR SLAB CLEAN -OUT (TYP.) NTO COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING I R C N I T! C T I 6 GMou�� 31 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77448079 FAX: 407-7744078 www.abdeslgngroup.com AA k: 0003325 SEE SPEC. a I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT ,TYPN) SECURE STRAP TO CONC, CONDENSER W/ (2)-3/I6'X2' TAPCONS WIT SIMPSON W15 ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) "SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE l• i 1 • IV NOTEr PE ALL HVAC TO HAVE PROR �, FOYER ENTRY PANS W/ DRAINS I I I I I ATTIC I I L 8 CEILING O O EXTERIOR WALL - - 1-7 PLENUM y AIR RETURN � RUCTION AND LIQUID - _ gc_Xv AIR SUPPLY y REFRIGERANT LINES 6XIO y s. AIR HANDLER I EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE BEDROOM 4 1 I I I BEDROOM 3 EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB c I i REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - - - - - POOR lTH EDITION (2020) MECHANICAL DLOG. CODE El SECTION 3W2A HVAC DRAINS MECHANICAL PLAN ALE= 1/4' " 1'-0- eVBDrv. at LOT SILVERADO LOT #17 BLK. #14 PROJECT 03719.000-17141 MODELa "2558-HAWTHORNE" GARAGE DMNG: RIGHT PAOE: MECHANICAL PLAN 150 MFjl EXP. B FEB DA� 1/28/21 DCALE: 1/4"=1'-0" SFIEET M1 2X4 TOP PLATE PRE -FAD TRUSS V!' GLCs. BOARD V2' ORVIWLL Wr I �Ic o M, HIRY GLAD STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IS,' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR T � ' r 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.E ROOF BREATHING THICKNESS, AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLANDJ-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY II m'-m' FIN. FLRA I.-0. TYP. ON. D/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD N' THIOG 2 COAT - PORTUIG C!9®1T FLMTm APFtwo D"llmy TO MAGGWY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM DO NOT CUT `itPrT GLnVa row a.►LN ow aALv sTWUL SOLID GROUT THE BOND �n'o.Ttin.ea ' W/ (1)- 45 BEAM (2) COURSE - REBARS W=0MAN -- APPICYAL RdO. VERTICAL 7RAOK M �'' "•,"• TRIOIC ORACKE7a �� uvF4100 T AFFRDVAt Rio. za PIPE THROUGH BOND BEAM D1 SCALE:3/4'■I'-0' ENERGY CODE FORME ATION R-VALUES HENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING— STRP8 a 24' O.C. 8' cm 1/2' GYP. ILL. W.- WOOD BABE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9m8U.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }V.-C. FIN. FLR d . kE 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE• PER SECTION F5CR W5.1.1 - FOR TO LESS THAN 4 1—STORY HIP BLOCK WALL 4::122,, A (2) LAAYERSLOPE$ 2:2UNDERLAYMENT D1 SCALE. 3/4'.I'-m' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 A(TALT® To K.L ML AS PM FR7DIIGi AFFIGOVAL Iim mAc1cm �acGale goo K"THM ~ s GARAGE DOOR JAMBS D1 SCALE:11/2'•1'-®' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER POOR 9m8.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE BTIFFMACK AT ALL UPRIGHTS MTL. DRIP EDGE — PER STRUCTURAL DETAIL e' -- 7x FASCIA PER MAX PRE-ENG WD. TRIA6 ELEVATIONS o. VENTED SOFFIT PER ELEVATION WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS SHEET SNI. SECURE PER SEE ENERGY CODE FORME FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI PER ELEVATION PRE-ENG. GABLE TRUSS GYPSUM BOARD OR 1/2' WEEP SCREED HIGH STRENGTH CLG. BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS ,rT R-4.1 INSULATION �— WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE arRucTIURAL Ix2 P.T. FURRING STRIPS • 24' Or- 1/2' THICK 2 COAT 1/2' GYP. WL. W. PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY Al FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90S.LI. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKESS AS PER SHEET ON). SECURE PER FASTENER SCHEDULE ON SHEET ON. PRE-ENG� GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS cm IN. FLR — 0'-0' FIN. FLR d a a' cm a U4' 9 ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE: 3/4'.I'-D' A t G N I T E 6 T S 6 Gr a inn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.00m AA C 00033125 A la eVDDM ac IdOT SILVERADO LOT #17 BLK. #14 PROJECT 03719.000-17141 MODZI t "2558-HAWTHORNE" GA RAGE e1TWO: RIGHT PAGE: DETAILS 150 MPH EXP. B IN DATE'. 1/28/21 EICALr• 1/4"=1'-0" ElIKEET D1 I= 2xb P.T. P CENTER OF DOOR MEADER SECURED UV (U 1,12' X s' J-BOLT UV 4' MIN. IMBEDMENT UV 2' X 2' X Vs' WAOFM 4 NUT OR UV [a) IRE x s• ANCHOR BOLTS W/7•X 2'X Vs'"AMER4 NUT 6ECUE 2"4 ON PLAT TO BLK toW/MASONRY NAIL& 2X� G,J1RUi4L1E DOORK 6[CUED W/ (9) VY X s' J-BOLT OR ANCHOR 0 BOLTS, UV 4' MIN. EMBEDMENT, UV 2' X 2' X I0' WASMER 4 MIT. n) UUTMIN s' OP TOP, (1) WT4114 S• OF THE BIM, (3) EVENLY SPACED. 91 00 ffil m Nom. ALL ANCHORD SHALL BE IN ACC40MANCE TO MAMPACTUER'S INSTALLATION INSTRUCTIONS WIFE &IMJ4 N9TNUM-TietA AM M101111111 AT4»NMFNT GARAGE DOOR 1 BUCK ATTACHMENT 3 4 n -r. 2X4, m 2" EE 2X4, EE SECURE TO BLOCK WJ SECURE TO BLOCK SECURE TO BLOCK W/ WAS' TAPCONS (MIN. WAVIS' TAM" (MR 114' TAPCONS (MIK SINK 612E JO MN K S A SUZE 140 MN SHANK SIZE J46 MIN. MAD SIZE 3M WEAD SIZE 300 MEAD 81ZE 3" MN EMBEDMENT 1 1/49 MN M IMECtlENT 1 1/49 MN EMBEDMENT 1 1/49 UUTHIN s' Or EACH WITHIN s' OF EACH VA s• OP EACH END 4 K' OC. MAX DO 4 W O.C. MAX END 4 *'Or— MAX 61PACNG. OPACNG, SPACING. 2X8, m 2xs, m 2xr, m SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK U192) 3M' TAPCONS UV(2) SAW TAPCONS W(2) V4' TAPCONO (MN (MIN. SWANK SIZE J46 (MIN. SHANK SIZE J48 SMI,N4C SIZE 140 MIR MR MEAD 842E 300 MN MEAD SIZE 3" MEAD SIZE 3" MN. S' CMU MN EMBEDMENT I V49 MR EMBEDMENT 1 1/49 EMBEDMENT 1 1/4•) WITHIN s' OF EACH END O' CMWTHIN s' OF EACH 00 s' cm WTWN s' OF EACH END Ix4In' DRYULL4LL 4 W OC. MAX SPACING. 4 Is• OC. MAX SIPACIN6. 4 W Or— MAX SPACING. •' CM SE P.T. OR IllU FR • nN IRE ORTWALL V2• DRYWALL V2• DRYWALL SECURE TMI18U NUN"E 4 I'X.4' 2X8, m 7X8, ® 2X8,FT EXTEND I-V4' INTO P.T. NAILER BQCJRE TO BLOCK I"A4' SECURE TO BLOCK 1•X4' SECURE TO BLOCK 17C4' BLOCK 3A6' W92) 3A8' TAPO" P.T. NAILER WK2) 3/16' TAPCONS P.T. NAILER WK2) V4' T761zz P.T. NAILER (MN sHN4K SIZE .W DOOR CASINO MIN. MEAD SWANK.13 3� tAS oaD x 4 MR nULµLE 3 9� DER" nU ZE �t/IS oAD x 4 nU1MN. MEAD SIZE 300 MN. EMBEDMENT 1 1/49 DOOR CASING MN. EMBEDMENT 1 V4•) MN. B'bEV4')MIN. EMBEDMENT 1.1/4' WT14IN s' OF EACH END UATMN s' CF CAC:M 00 WITHN s' OEND DOOR CASING WITHIN s• OF EACH END DOOR JAMB OR WINDOW 4 W OC. MAX 4 10' OC. MAX 4 W OC. M 4 W OC. MAX SPACING ATTACH TO 2X PER SPACN& DOOR JAMB OR WINDOW SPACING. SPACING. MAKFACTUE6 DETAILS. ATTACH TO 2X PER ATTAC44 TO 2X JAMB PEER001U DOOR JAMB OR PER MAMPACTUES DETAILS. M~AC1URE8 DETAILS, ATTACH TU 2E PER nAMractlwE6 DETAILS, NOT, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3/4" OR +5/4" r1TL[NDOR TO BLACK +3/4" OR +8/4" 2)(4, m NCLM TO BLOCK W/ 3A6' TAPCONS (MIN. SHANK SIZE J46 MN. 1EAD SIZE 300 MN EMBEDMENT I V4•) WTHIN 8. OP EACH END 4 W OC. MAX SPACING. 2Xr, m GRIMM TO BLOCK UI/(2) BAG' TAPC-LNO (MIN. 6MANK 612E .HIS MN MEAD 612E 300 MN EMBEDMENT I V4') s' C'u WTHIIN s' OF EACH END I Is' OC. MAX SPACING. N' ORTUW-L 2Xs, m El 1•X4' oEOJRE TO BLOCK P.T. NAILER WK2) 3A8' TAPO" DOOR CASING (MIN. SMANK SIZE J45 MIN. MEAD 612E 3" MN EMBEDMENT I V4•) WTHIN !• of EACM END Al W O.C. MAX SP'C�' DOOR JAMB OR WNDOW ATTAC 4 TO 2X PER MANUFACTURED DETAIL& NOTE, SHIM AS NEEDED TO MAIMS, JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" /111IUQW TO BLACK +1 1/2" O NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 18/16" (,,WDMOR TO BLACK +i 18/16" 2X4, m SECURE TO BLOCK UY BAG' TAPCONS (MN STANK SIZE J46 MIN. MEAD SIZE 'JOG MN EMBEDMENT 11/41) WTIN 8' OF EACH END 4 IS' O.C. MAX SPACING. NOTE, 8TRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 GRAM E ) SECURE TO BLOCK TMROUGW NON-STRUCTURAL. UV(2) SAG' TAPCONS N*' TAPCON MN 1414' (MN SMANK SIZE 145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT I V49 WTHIIN s' OF EACH END i' OM1J 4 W OC. MAX SPACING. 1R• DRYWALL 2Xa ® ❑ OBCIJR/1 TO BLOCK 17C4• WH2) 3/I8' tAP'CON9 P.T. NAILER (MIN. GMAN K SIZE J45 DOOR CASING MIN. HEAD SZE 300 MN WIMOPO4T 1 V4') WT14IN s' OF EACH END 4 W OC. MAX SPACING. DOORJAMB on WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SNIM AS NEEDED TO PLU3'b JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" /:,11RND01I TO BLOC +2 /4" L NOTE, SWIM AS NEEDED TO PIJJMB JAMB (DO NOT E)CCEEO 114') DOOR JAMB TO BLOCK +3" %1RINnnw Tn wrncE +Y" 2)C4, m SECURE TO BLOCK W/ 3/16' TARE 40 (MN GRAM SIZE JIS MR MEAD SIZE 300 MN EMBEDMENT 1 1/49 UNTMN s' OF EACH END 4 W OC. MAX SPACING. NOTE, STRUCTURAL SIX MUST BE 2X6, m ON OUTSOE 4 SECURED SECURE TO BLOCK T AIMIGH NON-STRUCTURAL UV(2) 3/I6' TAF C40 3116' TAPCOM MIN. 1414' (MIN. SMAMK.SIZE .HIS EMBEDMENT INTO BLOCK MIN. MEAD 612E .300 MN. EMBEDMENT 1 V49 s' cmWTNN 8' OF EACH END 4 W MM MAX SPACIN4 1/2'DRYWALL 2)(8, ® I'X4' SECURE TO BLOCK P.T. NAILER WX2) SAW TAPCONS DOOR CASING (MN SWANK SIZE JO MN. MEAD SIZE 300 MN EMBEDMENT I V4') WTHN S' OF EACH END 4 W OC. MAX SPACNG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TOSTRUGTIWAL MEMBER UYY21Gd UNT14IN s• oP EAdI END 4 S' TO s' O.C. MAX DOOR JAMB on WIDOW ATTACH TO 2X PER MAKFACIUMES DETAIL& DOOR JAMB TO BLOCK +3" O�rNnn� Ern wrnrE +g" NOTE, SHIM AS NEEDED TO PLUMB JAMB! (DO NOT EXCEED 1,141) DOOR JAMB TO BLOCK +3 7/18" t—,,WNDOW TO BLOCK +3 7/18" 2X4, m SECURE TO BLOCK W/ 1/4' TAPCONO (MN SINK SIZE 140 MN MEAD sul 300 MIN. EMBEDMENT I V49 WTMN D' OF EACH END I *'Or— MAX SPACNQL NOTE, GTRUOTURAL 2X MUST BE 2)(8, m ON OUTSDE 4 SECURED sECURE TO BLOCK THRMAGM NON-STUCTURAL WR2) 114' TAPC00 (MIN. W'' TAPC.ON MIN. 1-V4• EMBEDMENT INTO BLOCK SINK SIZE 146 MIN, MEAD SIZE 300 MIN. lTTBEOM'ENT 11149 WTMN s' OF EACH END s' cm 4 W OC. MAX SPACING. W' DRYWALL 2Xa, I!® I•X4' SECURE TO BLOCK LFj]P.T. NAILER NS WW2) V4' TZ I' P.T. X 4' MIN. (MIN, SWANJos MN MEAD MN EMBE11/4') DOOR CABINS WTHN S' OF EACM END 4 W O.C. MAX SPACNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPEACTU ED DETAIL& NOTE, 814111 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" r11Rnow TO BLOCK +3 3/4" A■ C N L T! C T 74 6 Grown 1A41 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA 0: 000332E Pi yq Fs C e.. I� 8umzv. de Lwo SILVERADO LOT #17 BLK #14 PROJECT 03719.00O-17141 MODEL! "2558-HAWTHORNE" GARAGE SKIING: RIGHT PAGE: DETAILS 150 MPH EXP B PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W32/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2022 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1044193 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/32/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR W31/2023 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 1S332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/32/2024 15353415 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.246 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.2 THERMA-TRU EXT. DOORS V-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR W31/2021 23956.5 THERMA-TRU EXT. DOORS V-0" SWINGING EXT. DOOR W/SIDEUIE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 104774R8 JAMES HARDIE BOARD SIDING 2020 FBCR 12/32/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 A R C N IT 1 C T 8 Gr010.n 41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-77"076 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003326 alum aum�, IBFAT: UDDIV. ac SILVERADO LOT #17 BLK #14 PROJECT 03719.00-17141 MODEIa "2558-HArHORNE" GARAGE > WDCG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PREFORMED CONTROL JOINT R-ANU OF CONTROL JOINTS Td SE MIRED TIED TO LATH a S' Or— MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO MALL EVEN F ST ID EXISTS BEYOND EXCEPT STAPLES WV %�MAY mE CONTROL�i0 TB'R'. DURING INSTALLATION —� FASTENERS TO ES SPACED • 1' OG. MAX vERTRCAMLY7 U3 COAT CEMENT Wm LAYER 9, PORTFRSER BUILDING PAPER APPROVED METAL LATH FASTENED e1' (VERTJ OF. MAX AT SUPPORTS UM LAYER % STUCCO URAP UIOOD SLEATMNS LATH SHALL BE CONTRud18 TU ROIrl1 CON71U JOINTS OUT IRE STOPPED A TED AT EACH SIDE. PRONDE 2X4 BLOCKING PER ASTM CIOS3— PLACED PLAT MAX. •' TO S' FROM OCHIRM JOINT WEN \ COOROL JOIN' FALLS ON FASTENERS FOR LATH TO BE NAILS Opt\ � i � STRUCTURAL STUD STAPLES IN COMPLIANCE W( ASTM cW63 2. WRE TIES TO ME (NO. W 0041110' WRE I BLOCKING SMOUN MAY SE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLFCLD NMWO aR.A OL FOLD - PE A L OONR a PI. E L COAAE a F.T. C OLPOLO AMMO. In.A 7. CfOAN a FT. e Fold ..r • ® L FOLD Ra1lAlO • A. A a CINAN. Fr.G 4 raw Fr. C PAR PI. D TLL Fr. C TCICHM BOTTOM KAMM .. 0 EorfOM 'LAND' w,a TMYR MAL. fq.a. OQ ma Co. MSTALL FASTENERS (CI.IPS.- STRAPS. STAPLES) AS tlmL APPROVED BUILDING URRAP Rmaumm TO SECURE SMALL DE LAPPED A MNIMLIM OF PIPE/ WRE TO FRAMINS •' • VERTICAL LAPS (RILL WRB LAYER % ENDS) 4 S' a HORIZONTAL LAPS. ST1CC0 URAP ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I• WTM POWUM SMEATMNS TAPE WO LAYER 7. FORrNBER SMILD110 PAPER / \ METAL LATH \ 6k6' SELF-ADMERING MEMBRANE / \ R-46MM OVER 4'x4' SELF-ADFERNS MEMBRANE PLAGMMS OVER APPROVED HODS! WRAI! 4'x4• SELF-ADMERNG MEMBRANE RASMING OVER APPROVED Ma18E MRAP. �.A81LNG To lXTBC aNTo IMF! METAL LATH SIRS LAYER R. 1' THIGC, 3 COAT CEMENT V COW. BEAD OF SEALANT STUCCO URUAP I PLAStlR INSTALL APPROVED HOUSELLRAP AIR METAL LATH INFILTRATION BARRIER OVER / U IRS LAYER 4, PORTIFIDER SNEATMRNG YRD LAYER -2, FORTFIBER \ I PAPERBUILOM _ T INS OVER \ RIG PAPER / I YARD LAYER CCv.FFINIOW (SEE TYPTOMIRRIC WALL GECSTIM — STUCCO uRAP WOOD SMEATMRNG SECTION EMmr,wa of pordaM omert pluW AMA comply with to application mgWM,mntof ASTM C 928-18b, LAP4'La%x InMallatlon of eMarior b8tlrq and fnminp ALL LAF ahaf comply WRAP C 108319a, WALE,ASTM o ALE, I La'•I'-O' or ASTM IW ® KIC KO UT DETAIL n i MAT" rma NAL rEBD OR Rcunm Ca Ma aw NIWIa wTAu xxxalr PL.Aft" AT WrTCM O PCQ a a" Arno om&Yl" SIDE LAPS OF METAL PLASTER STASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SNALL 0E TIED OTN VA1418-IK (121-MT) WRE AT INTERVALS NOT MORE THAN S' (22S-MMA AS PER ASTM CW63. FOR REPAIR OF TEARS IN 00 LAYERS, TEARS MAY ON I-ATC 490 WA40 SE URAP TAPE PER MAPRF. SPEC_ OR PEEL 4 STICK UIOOD SIYC SIEATMING STUCCO 4*94' SELF-ADFERNG MEMBRANE LASMNS (COMPATIBLE UV MOUSE 9• URAP MATERIAL) OVER APPROVED MODS! WRAP. P OR LESS PIPE CUT AND OVERLAP ONE SIDE OFF SELF-ADMERINS MEMBRANE FLASNIG STEP h WOOD SHEATHING OR CMU WR5 LAYER fl, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2- 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER R09FN1ALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 1"L" FLASHING N.T.S. PIPE PENETRATION DET N.T.S. 6. WRAP MIATERAL) OVER 4'x4' SELF-ADHERMG 11111'ORANE PLASMINS OVER APPROVED MOUSE WRAP. &AWk G TO EXTIND ONTO IMFE C p CUT AND OVERLAP ONE SIDE OF STEP 02 FLLAOR GADHEIdNG MO -Oft" 1IL (FRAME) lluolmiwK DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WR5 LAYER *2 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A! C N I T E C T• 6 G yro i �n A— LONGWOOD, FL32750 L..� PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 A aUBDlK & LIOT SILVERADO LOT #17 BLK #14 PROJECT 03719.00t-17141 MODEL L "2558-HAWTHORNE" GARAGE OWDM: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 EXP. B B16 PRINT 1/26/21 DATE: SICAI.W. 1/4"=1'-0" B*Ec= WA1 INSTALL 6' SELF-ADHERWG MEMBRANE FLASHING OVER TOP, SIDE(B) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. V.QwRr^a OF FLASHING TO BEI L BOTTOM, 2. 81DE8. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND WDES ONLY. SEALANT IS TO BE TOOLED 80 A8 TO DEFLECT r .. WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND ,1 VENT -APPLY SEALANT ALL i •I JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ONLALL SIDDES, Yi CAULKING 0 JOINT AROW I I PER SECTION R703.7 Exferlor lathMd andmasEelinaa t BACKER ROD I I Extedor use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. .X .' •• installation of exterior lathing and framing I' shall comply with ASTM C 1083-19a, I 7k or ASTM 1787. WRB LAYER 9, STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT I.., PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHE LAYER 'I, STUCCO UAQAP LAYER 4, FORTFIBER BUILDING PAPER ow�TucTioN� —METAL LATH S' Cm VINYL CA5W. DEAD S' RAISED BAND S' MDR STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DEPORE APPLYING 2 FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFI5ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (@ DRYER VENT (BLOCK) BUILDING PAPER — OVER 'OJICK FLASH' PIPE TWROUCH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER '0ACK FLASH' CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER K' TO K' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED j— — — — WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) A VENT PENETRATION SCALE: N.T.B. NI.w-M IV RGtiG1YG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYELEND FOAM — —1— '�R SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 'O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION (33r MAP i WOOD BREATHING WRB LAYER M, STUCCO WRAP WRp LAYER 9, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX S.T.O. X' 6' WIDE STRIP SELF ADHESIVE PLAS14M CLEAN MASOMIY 09POM APPLYNG V FMISH • MAHONRT HORIZONTAL WEEP SCREED (FRAME TO BLOCK) W WRB LAYER h, CUT OPENING IN STUCCO WRAP 477 APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER 41, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING _L19 MEMBRANE FLASHING OVER BOX AND OVER APPROVED WIRE, LAYER M STEP *1 STEP #2 APPROVED HOUSEWRAP WRS LAYER "I, BELOW STUCCO WRAP CUT BUGN THAT 6 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHI NG ENTERS BOX OVER APPLY TO FACE SELF-ADHERNG EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 03 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WAIL SECTION) METAL LATH STEP 05 STEP #& ELECTRICAL RECEPTACLE Grown 41 N. RONALD REAGAN SL% LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.corn AA B: 0003325 t a SIUDDIV. ae LOT: SILVERADO LOT #17 BLK #14 PROJECT 03719.00—17141 3[ODMIA "2558—HAIITHORNE" GARAGE NswiTTG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH ER. B 0 PRarr DATW. 1/26/21 SCALE 1/4"=1'-0" ((BEET WAS WOOD CONSTRRUCTION V HAT CHANNEL TYPE 'X' DRYWALL D SHEATHIING WRB LAYER 1, STUCCO WRAP J' THICC, 3 COAT f PLASTER WRB LAYER M, STUCCO WRAP AMICO Arw6•uwlc•,em CUSTOM CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE: 1 1/2'"1'-0' EXT. WOOD FRAMED VIA" •WRB LAYER "1, SUB -FLOOR DECKING STUCCO WRAP WRB LAYER 52, FORTIFIBER FRE-ENG'D TR)SS BUILDING PAPER THICK, 3 COAT CEMENT Sl6J' WEATHERBAAIIMER 9 PLASTER WEATHER FIR"TIVE - 6' SAP. • TOP OF WEEP SCREED BA"EF`'2 TO SHEATHING BEHIND WEEP SCREED m-AbWTm COAT CEMENT 4' POSITIVE DRAIN ncee arv:cm METAL LATH - -- --- WOOD SIEAT14IN6— W SELF•ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO 614EATWHS BELOW \ WRB LAYER "I, \ STUCCO WRAP -4— WPM LAYER 4, FORTIFIBER 4 I BUILDING PAPER I : b• SELP•ADHUEREING I-LAS14MG WRAPPED • CORNER OF CANTILEVER NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD - :� 5ro' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL /R:00 neon VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION W/TEXTURE ' E PANTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING DEAD 11 RIP ED( WOOD CONSTRUCTION RESISTIVE 01 (RESISTIVE �2 I' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER R CLARIFICATION OF ACCE86MIES ONLY) WOOD CONSTRUCITON RESISTIVE h RESISTIVE n J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHNG HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE y; GAP DRY WALL ROD P THICK 3 COAT CEMENT I VINYL C 0 CANTILEVER DRIP EDGE FINISH LATER (7 LAYER 3• X 3' 26 GA GALV. PEEL 1 AYEMETAL DRIP EDGE SET IN FULL BED OF PEEL s� SEALANT, D M STICK . STICK DRIP 6ACE FROM DRIP EDGE TO PACE TO TREX DECK coNrlHuoue WATER PROOFING la , LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — C/WTILEVER 6' PEEL i STICK • DRIP EDGE TO DECK-1 JIV CAP I FINISH I. PEEL 4 3/4 RE! HAT CH 5/6' TYPE 'X' DRYW6 W/TEXTURED 4 PAINT FINISH j' THICK, 3 COAT CIR PLASTER VNYLIdIriI�M READ (2 LAYER Yi GAP FOR BACKER ROD 4 SEALANT vINTL CASING BEAD WEATHER RESISTIVE BARRIER M ° WEATHER RE616TIVE .n a47e BARRIER-2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GAILY. FETAL DRIP EDGE SET IN PULL BED OF SEALANT, JF MIN SPACE FROM DRIP FACE TO TREX VINYL CASNG BEAD WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) WIR,4PPED FROM BALCONY DECK TO CANTILEVER i• THIQC s coar CEMENT PLASTER METAL LATH WOOD SHEATHNG 57 WEATHER RESISTIVE BARRIER M BALCONY DRIP 11 EDGE INSTALLATION U WATER PROOPM LAYER (2 LAYER 4 STICK) COLUMN SHEATHING WEATHER RESISTIVE 15AR``RIER WEATHER RESISTIVE BARRIER 4 b' S.A.P. \ `Q PEEL a STI x I J6'x3• 'L' FLASHMG FULLY EMBEDDED IN ROOF CEMIENT UP X 3' 26 GA GALV. METAL DRIP EDGE ;R SET IN FULL IBM OF SEALANT,)P MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE 2 BARRIER -1 ,r � R �818TIVEBDE EEL aa.'rf"� EXTERIOR LE GE N D nw"0aw�w COLUMN BHEATNING PEEL 4 STICK •' SAF. 116'x3' 'L' FLASHING DRAINAGE PLANE (WR5 �® ROOF FULLY EMBEDDED IN RooFCVIENT LATER 01, STUCCO WRAP) I P X 3' 26 GA C.ALV. METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER — — — — — I lf•XI Jj' P.T. OR SIMULATED SET IN FULL BED OF SEALANT, )pMIN. BUILDING PAPER) WOOD (TREX)FILLER, CONTINUOUS SPACE FROM DRIP I Y; GAP FOR SEALANT i FACE TO TREX VINYL CASING BEAD METAL LATH X—X—X—X �7,- OPT. BACKER ROD. WATER PROOFMG lot MODIFIED 8m LAYER (2 LAYER PEEL E STUCCO"-� 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING BEAD CANTILEVER WOOD OR -1/16' ZIP WALL J' THICK 3 COAT CEMENT PLASTER SHEATHING 5/9' TYPE 'X' DRYWALL METAL LATH W/TEXTURED E PANTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH !i' THICC, 3 COAT CEMENT 4' POSITIVE DRAIN ncen wr�etsn PLASTER VINYL MORINER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE: NT8 WOOD SHEATHNNG WRB LAYER 7, STUCCO WRAP \ 7x FRAMING MEMBER I' THICK 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIRISER 2 I/2' rrsNeo peen BUILDING PAPER—\ FASTENED TO SHEATHING • ,' OD MAX C METAL LATH -� y' W�OAT�p �' TNfCK 3 COAT CEMENT PLASTER WOOD SHEATHING WSELF•ADHERING METAL LATH FLASHING WRB LAYER R, FORTIP15ER BUILDING PAPER 14A CORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE k 2 1/2' CORNER BEAD (FASTENER a SPACING a I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14 B CORNER BEAD Ca? BLOCK WOOD SHEATHINCs WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER It BUILDINGPAPER METAL LATH J' THICK, 3 COAT CEMENT YIEw FOR PLASTER CLARITY) WRB' LAYER 'I, STUCCQ WRAP WRB LAYER 4, FORTIMISER BUILDING PAPER METAL LATH TNICUC 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R 6 N IT E C T• 6 Grown 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-0078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IE 3 etmDly Ale TAT SILVERADO LOT #17 BLK #14 PROJECT 03719.00—17141 MODEIe "2558—HAWTHORNE" GARAGE 8TnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 JJPH E . B FE DATE: 1/28/21 mcALE: 1/4"=1'-O" OiIEET WA3 Y1 GAP TYP J' TRICK, 3 COAT CEMENT u,00D sHEATHMG "SNG TO TRIM METAL AT14 LEGEND � ASTER 1X TRIM MEMBER 6TU LAYER STUCCO TO UM LAYER 02,, FORTIF15ER DRAINAGE PLANE (WRB STUCCO WRAPP SIDING TRANSITION WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHMG WRB LAYER 42, FORTIFIBER WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER I WRB LAYER "1, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x i' THICK 3 COAT CEMENT WRB LAYER 02, FORTIF15ER S WRIB �qp STU LAYER P STUCCO PLASTER 1 BUILDING PAPER STuc�o WRAP WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CAr2ING BEAD SHEATHING FLASHING = ' THICK, 3 GOAT CEMENT 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED (EXPLODED FLASHING OR PEEL 4 STICK CASING BEAD T! VIEWPLASTERPLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ; :--------------------------------------------------------------------------- - - -- - - --- - 1 F�' THICK DRIP CAP y " (CROSS SECTION) SEALANT PLASTER3 GOAT CEMENT ` WINDOW FLANGE SR5LL.AAYEWR 9, :; METAL LATH VINYL ANGLED ` W ODCONSTAl1CTION I I CASING BEAD wow eTN I I WRB LAYER 02, FORTIFISER : WEATHER ReMSTIVE a WEARIER q BUILOT PAPER i WEATHER M616TIVE -e 1 WINDOW FRAME .! I WRB LAYER 02, FORTIFIBER METAL LATH .��; !x T Y�LAP SONGi StI F•ADFERkIG AL ' BUILDING PAPER PLAOMM THICK 3 GOAT CEMENT r� ASHITas °DHER d • s i I WEATHCRRESISTIVE i E-Z BEAD VINYL CASING i PLASTER . s 1 WAAaeR I is ueA"ItReaerwE ! (W/%' FLEXIBLE PVC BACKER ROD) STARTER STRIP ' 6'SELF-ADHERING gg .�J�\\ WaanER� FLASHING M � 1 . •y I I ;...'r. i i aALvV METAL 6_ALv� METAL I I DRIP CAP Z' R.ASHM RAeHrHr. 5" oni WRB LAYER "I, STUCCO WRAP, Ix 6' a amT WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE TRIM / I 6' SELF ADHESIVE FLASHING I CASING BEAD 0 WINDOW �;� i zX FRAMING WOOD SHEATHING ( FRAME, W/BAND)GAP15 C ��; / OR APPROVED ISALANT MEMBER DETAIL BELOW EXPLODED CASM SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME -------------------------- ---------------------------- f------ ---------------------------------------------- � 9 TRANSITION Y4' GAP TYP THICK 3 COAT CEMENT WOOD SHEATHING NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL 1 WRB LAYER 02, FORTIFIBER ; WRB LAYER 01,LATH DOES NOT MEET SPECIFICATIONS) ; WINDOW FRAME BUILDING PAPER 1 STUCCO WRAP WOOD SHEATHING ; WOOD SHEATHING Wig LAYER 12, FORTIFIBER WOOD GONSTilwTION BUILDING PAPER uloDo eHCATH►+o _ FLASHING HERrtIa ! 1 WRB LAYER 01,WEATHER THICK, 3 COAT CEMENT�� / / }' STUCCO WRAP °"1°"eR ii WDANNERERTHER �o°LAP PLASTER WEATHER RM6TIVE i / W IK AAA TOPMARMIRR I I 1 WRB LAYER 02, FORTIF15ER ' xRETAWEATHLAPSIOIH6 VINYL ANGLED waTpw BUILDING PAPER �• . AL y 1 066j"aam-1 UIRB LAYER 01, CASING BEAD 1 METAL LATH \� / ��°tlER�18TIVE ' STUCCO WRAP VINYL CASING BEAD i STARTERSTRP I / �I \�� / •z LVV METAL I b' WIDE PEEL < STICK (EXPLODED �THICK, 3 COAT CEMENT OVER FLANGE ' VIEW FOR PLASTER WINDOW FLANGE CLARITY) GALV) METAL WEATHER Ilslerne W PLASHING MARRER -1 TO LAP I E-Z BEAD VINYL CASINGANOVET1 uYbOCAT r R — °r'z' M' 6WlNG� I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I e-i ra�Ae vent eaes+d Y x S' I A D MEMBER SACKER ROD) Prc ; wSSELTF-ACHISINNG r R -APPLY FULL BED OF SEALANT BETWEEN CASING BEAD ® RAISED��I 1 F"�`I� BUILDING FLANGE BUILDING WRAP 1 Ty A BAND ( FRAME) WETHERPNO °EALaNr f r EeTeR �\ i11WlR �SISTIVeTF I�R,MSTIVe ' P ----------------------------------------------------------------------- MARRIER SCALE: I I/2' • I'-0' a-z ecm Vsrr� eaesn --------~-- UTATHER RESISTIVE WAAMER 4 TD dC RIXIMI ! PVC ® SIDINGTO OTO FRAME "°�"'T E Z BEAD WINDOW C AS I N G 14"" TRANSITION 1 V A A 111 6 N I T 1 6 T t Grown 41 N. RONALD REAGAN BL% LONGWOOD,FL32760 PH: 407-774-8078 FAK 407-7744078 www.abdosigngroup.com AA #: 0003325 BUBDIV en XOT: SILVERADO LOT #17 BLK #14 PROJECT 03719.00t-17141 MODEU "2558—HAWTHORNE" GARAGE SITING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MEH EXP. B FER11 DANT 1/28/21 MCA=- 1/4"=1'-0" etIEET WA4 NAILING JAMES +6. EMP6L PLASHING MSN 11 BELOW ELLewxPL PLe neHIn DO NOT SEAL BOTTOM r« ►31-volo' w l'rOIMUMILY — "Ar / SEOSE Oulu~ (OR UDC FLAP U OW t MEAD POLO N AT SLOPS GEL RO. TO EXTIEON —/ \ STEP 2 RANl16 nm END DAMS1 NALNG M-Amw sway - FLAMING i• MN BEYOND JAM INSTAL VNn DRIP CAP ALIGN R.AMdINO IS, W. EDGE Or SILL RO. rICNANIULLr FASTEN PANED BOOM (CAP NAILS, STAPLM) INSTALL OUPONT PLEX~ AS IN PLASHNIG AT THE row HOWEWMAP DOWN N TAPE 04MONAL CUT 4 AOTIIOSS MEAD OP U'PLY MY• :Qi Km R SeALAh AMES AM APPLY TO MCIOW NA LAP" N 9 -rumC1 IOW OR INSTALL V WIDE AOM M" — /AOQD PLEXISLE PL4MOIS MATeRAL OVEE ORP CAP JOINT(PRDTeOTO-~ OT-20 C w BOW) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NTS APPLY OE H7U (O EOUAL) SEALANT I WNDO100CM JOINT. MAD AIM -LED FLASHING (LANCO UNIT! -SEAL RC-N OR EGLAL.A SLOPE ELL TO EX cm L IT 16 THE CONTACTORS PIESrONSWLTY TO VIPY THE COMPATIBILITY OP ALL PROOUCT6 NCLIpItG WOUG SAP. SEALANTS M OW-APNMUG PLASHNO MATEINALS USED DURING CONSTRICTION L INSTALL ALL MATERIALS PER MAN FAC71EWR6 WRITTEN SPECHCATIONS SEALANTS MAY REACT ADVERSELY P NOT ATIOLE. t AN AND SEAL JAMB TO GILL JOINT6 WITHIIU FOLLOWING COMPLETION OF RIOR RETROFIT WORK REPAIR GOHEME SHORN 614ALL BE IMPLEMENTED AT ALL WIFIDOM WITH EVIDENOE OF WATER INTRUSION BELOW THE WINDOW OPENING INTERIOR PERE'TETER OF WINDOW WITH SEAL.SNT IEL-CHU LTY TO VEROY AL PRODUCTS NCLUDNG RRNG PLANING MATERIALS }. R-404M AT EXTERIOR WIDOW MD DOOR OPMOOS SHALL M NSTALLSD N ACC INDANCE WITH PLWIACTtNFX" INSTALLATION INSTRI CTIONS AND APPROVED PITNOD U OP MC RIOSSJ U N ACC40MANCZ MTN FENESTRATION MAN/ACTNERY INSTALLATION AND FLASHING MTF%CTQE. IWAR9EF.6EALANT6 MAY REACT ADVEMNLY IF NOT II COMPATIDLE WALL FLASHING INSTALLATION PET AIL (MASONRY) lU SCALE. y/IS'•I'-0• A R C N I T L C T 8 _ Desiivn PH: 407-7746078 FA): 407-7744078 wwwAbdosigngroup•com AA S: 0003325 INK 81UNDIV. k LOT SILVERADO LOT #17 BLK #14 PROJECT 03719.00t-17141 agODEL "2558-HAWTHORNE" GARAGE 8WWO: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 PH EXP. B ' 1M' TEXTURED . . FINIOW • WOOD, 1/2' TEXTURED �. 1�---• --------------+-----' 2x6 SUB-BANb FINISH.cnu x x x 1�7W/I'x4' NOTCH ® METAL LATH x x x x x r------ -- - - END, WRAPPED IN PEEL 4 STICK METAL FAOCIA WRAP Uk SHEATHING x x x x x x UM LAYER M, x x x x x x DRIP EDGE STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x F --- --- - - UM LAYER 42, FORTIFIBER 1BUILDING PAPER x x x x x x x x x x x x x - ;- I l/S' TEXTURED I 1 FINISH • WOOD �� 2X6 SUS BAND tFRAME ONLY) CEMENT x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU FELT PAPER 1 1/S 1/2' TEXTURED ` FINISH CMU x x x x x x x x x x <I DRIP EDGE x x x x x x x x x x DRIP EDGE \ \�\ \ METAL FASCIA ✓ WRAP Ye' FROM �� © F'�,,L N 5 METAL Iuac our x x x x x x x x x x X x x (REFERENCE POINT . ONLYFOR WALL OFF \---- I STUCCO, I' FROM WOOD WALL \� SET OF COMPONENTS) ------ a EXTER IOR WALL ' e\ (FRAME OR CMU) \ �� '--� METAL FLASHING, WRAPPED MIN. Ya ABOVE BOTTOM OF DRIP EDGE NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY WAU 'x4' NOTCH o IN ENDROOF DECK (BEYOND) PEELTICKPPE `\`DRIP EDGE, i" OFF WALL *ROOF CEMENT \ (NOT INTO STUCCO) F EDGE OMITTED FOR \� I TEXTURED FINISH a CLARITY /WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH ` END, WRAPPED IN PEEL 4 STICK ®E L 1/A T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• ©=LAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH B END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL W/KICK- OUT 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/11ii'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 d evsDIV. & LOT SILVERADO LOT #17 BLK #14 PROJECT 03719.00Z-17141 MODELc "2558-HAWTHORNE" GARAOE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 15fVPH EXP. B 7S'1Y' 73'-8" 4x 53'-4" 20'.4" 10'-10" 20'-1" T4" B'-i i" 28'.6" 25'4" 5'-0" 23'-0" 3'-6" 6. 0.414 TOP OF t. SLAB Y 4" CONC. FM•i8X18 — — — — — — R — — — — — — — — — FM-16X18 — — — — —,"� — — FMC•18X/8 — — 4 12 " -31/2 1 2 I SLAB w I� 1.1 O .1 L - - -� I °° ml 1.1 gl io X LL I LL v 4 4 t.t 19'-8" 7-00----4„PVC—�`=� I L FM-18X18 CHASE_ `" ` I SLOPE 31/2"+ low, I I I 1 31/2" rSLOP� 1/�, 28'-T' 8'-7 m SLOPE 1/8" PER FT. X PER ER FT. I EXTEND 1 4" CONC. I J I I m o'-�0" SLAB 1 1/2" I SLAB 3 1/2') I ( T 4,731I I J 9 N 7QP OF_ _ 1 T-O 11 SLAB w 4" CONC. I - 7 3 2 SLAB ,., FM2718X18 _ -T4 V I I CVK-12X12 7 TEND SLAB 1 1/2" EXTEN 7'4" SLAB 1 1/2" m r' I~ m NI 8,3x 8.4x LL — — I r FM-16X18 1 r FM-i6X18 1 X 1T-8" bo 1 II �I 1.1 II 1FOR ELEC. Y o IIr ISLAND u' FM-06X18 1.1 .1 FM•16X18 6'-O" O/C MAX., TYP., UNO 3'4" 30'-9" 32'-9" 75'-0" SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS &6 W1.4xW1.4 OVER GENERAL 3 10 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16" CONTINUOUS 1B' - (2)N6s - (•)D'-0" FMC-18x18 16" CONTINUOUS 18" - O b #5 IN CURB VARIES CWC-12X12 17' CONTINUOUS 17 2) We ( '9 TE-1 8" SEE PLAN 8" - (1 a #5 IN CURB F-2424 24" I., 17' B ( s FOUNDATION PLAN SCALE: 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'4'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 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. I I.GINDICATES #5 BAR, [!INDICATES#8 BAR,WNDICATES#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 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. %. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION All C N I T! C T I Grouon 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www,abdoeigngroup.com AA #: 0003325 ILL SV8DIV. d# LOT SILVERADO LOT #17 BLK. #14 PROJl,CT 03719.00t-17141 MODMIA "2558-HAWTHORNE" GARAGE awlxO: RIGHT PAGE: FOUNDATION PLAN 150 MPH . B w MIN. EACH WAY FOOTING ZSTEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTEDCELL SEE PLAN FOR SIZE AND < 4 CELL SEE PLAN FOR SIZE ANDSPACING REQUIREMENTSW�+,a IM.ONOLIIHIC REQUIREMENTSSPACING �CL 4°�F s O /n i 8" CMU WALL O Z 6" CMU WALL f CORNER BARS, SAME SIZE AS LARGER BAR I I IN FOUNDATION WITH W' LEG EACH I ro _ + ,4, �. $ WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB .., SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS •SEE EXTPORCSLABFER SLAB SCHEDULE BAR SIZE 48 BAR DIA (1STORY) XT. PORCH SLABISOLATION SEE SLAB SCHEDULE TOP OF GARAGE °. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE JOINT(WHERE V'6UANTITY FER (2-STORY) 1g' #4 24",� WI1/2'ISOLATION 4"CHAMFER (1-STORY) 6" CHAMFER (2STORY) APPLICABLE) iEDULE JOINT (WHERE. i4 • • EE SCHEDULEAPPLICABLE) WHEN TRANSRIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST TY #7 42, N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING TERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" GA GARAGE SCALE: 3/4"=l'-a' CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48•' �y GARAGE DOOR AND NAIL W/ 16d COMMON VERIFY HEIGHT m�__ RECESS NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN w j lVr rO W 8+ 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W ==U W WALL W/ SYP u) N W No 2 STUDS SEE PLANS FOR PLATE TO SLAB SECURE ST.WEDGE NEW REINF. BAR p p, SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/N ' TO BE PT. PROVIDE DBL. TOP CURB FOR MASONRY 7'CAPPED SECURED Wl2- PART d g ( EPDXY. MIN. EMBED WASHER SET IN HIGH STRENGTH WASH PLATE EPDXY 5-12" EMBED. MIN. 016" OC UNITS SET GALVANIZED PIPE 8", UNO SIMP60N SPH4 OR SPHS MAX. Z'0" W/FLANGE ® BASE ¢Q S FOLLOW ALL MANE. BTM AND TOP PLATE OAAELEV: S N K SPECIFICATIONS FOR ANCHORS W/ 10d x 1 12' _ USE AND I COMMON NAILS FILL ALL PREPARATION OF HOLE. HOLES, DO NOT USE 10d W Z 0: x 3" SEE SLAB SCHEDULE SECURE FLANGE TO SLAB W/(4)1/4" X 21/4" w p } Q +- p RECESS AROUND GARAGE TAPCONS 4° TOPOFSLAB 4"CHAMFER (1STORY)6" CHAMFER (2STORY) =AND ULE SIZE NTITY LAP TOP PLATE A MIN, OF 41' --�� ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN 7 6QALE:34"=+'-0 (W/ UPLIFT) 5 BOLLARD 6 MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 2x4 OR 2c6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE ST. PLATE TO SLAB W/1 MASONRY ,d NAIL 1S" O/C STAGGERED. ADDITIONAL METAL LAP TOP PLATE A MIN. OF 49' CONNECTORS NOT AND NAIL W/ 16d COMMON REQUIRED WHEN NO NAILS, 2-ROWS, IVO/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED W UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SEE SLAB SCHEDULE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i Q WALL W/ SYP No 2 STUDS SEE TOP OF SLAB PLANS FOR SPACING. SINGLE _ 0. � ° BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB WI10tl MASONRY NAIL PROVIDE DBL. TOP PLATE le'O/C STAGGERED. — a—"-° ADDITIONAL METAL U CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL a♦� i-. i tTi -0 :• POURED LINTEL CONT. (TYP.) EQ. EQ. EE SCHEDULE p-. 8" CMU FILLED CELL (TYR) FOR WXD, BAR SIZE I.- TOP OF 3LAB SEE SLAB SCHEDULE 2X WALL FRAMING AND BAR QUANTITY w 0'-0" SEE SLAB SCHEDULE 12' DIA SIMPSON STB2 BOLTS 5" p INTERIOR CURB FOUNDATION WOOD WALL TOPOF SLAB °• i ♦ MINIMUM EMBEDMENT INTO 8 SCALE: 3/4"=1'-fY' (NO UPLIFT) a°♦ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • CENTERED UNDER WALL AND FOR 16' O.C. VERTICALLY MAX -•• m -.�.��POURED MONOLITHICALLY WITH „3 -- -FOUNDATION AND SLAB SEE SCHEDULE ° , hEDULE FOR WxD, BAR SIZE BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY S' VARIES ♦' 3 INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 SCALE:3„"=1'a'(NO UPLIFT) &,FOOTING AND COL. PAD SCALE:3M"=r-0" BLOCK WALL CONNECTION ;c 11 SCALE: 3/4"=1'-0" E SHOWER RECESS FOOTER 12 SCALE: 1"=V-0" A R 0 N I T L C T S Grousi �n WL 41 N. RONALD REAGAN BL1 LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-1744078 www.abdoslgngroup.com AA B: 0003325 BUDDIV & LOP SILVERADO LOT #17 BLK #14 PROJi�CT 03719.00t-17141 MODUZz "2558-HAWTHORNE" OARAOE Sr►LNO: RIGHT PACE: DETAILS 150 4RH FAB 70'-8" W-8" 60'A" 54'-8" 48'-8" 44'-10" 40'-10" 3T-11" 35'-9" 30'-7" 26'-8" 21'-4" 15'-8" 5 A" 10 -0" b iv h 4'-0" 6'-B" n 3'-C iv El IA 8'-2" 3'-0" Y V IL -A LA io'-4" a 4 0 0 4'-0" 16'-0" 22'-0" 28'-0" 33'-2" 34'-8" 40'$" 46'.8" 52'-8" 58'.8" 63'-10" DOWEL PLAN SCALE: 1/4" " V-0" A R C N I T R C T R 6 Grown 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdosigngroup.com AA N: 00.. ILL A d1i aUSD:v Se 3 SILVERADO LOT #17 BLK. #14 PROJECT 03719.00t-17141 MODEtt "2558-HAWTHORNE" GARAGE BWMC;: RIGHT PAGE: DOWEL PLAN 150 YM EV. B FEB DATE: 1/26/21 8CALM: 1/4"=1'-0" EHEET s1.2 R�m TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION .p •a I .: TIEtiERTICAL REBAR b TO HORIZONTAL REBAR W/ 18" HOOK BAR SIZE A. 48 BAR DI Z_ w #3 18' #4 24" M U #5 30" #6 3G' #T 42" HORIZONTAL/VERTICAL 4 REINFORCING SCALE: 3/4"=l'-0" A Z g OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD #4 21' HORIZONTAL/VERTICAL #5 31' REINFORCING '� 2 36. SCALE: 3l4"=1'-0" #5 BARS ■ CMU UNIT DIMENSIONS �p ARE NOMINAL SIZES Om/ MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdeslgngroup.00m AA #: 0003325�8: 0003325 011111; -..j aVBDIV. & X.O. SILVERADO LOT #17 BLK. #14 PROJECT 03719.00t-17141 MODELt "2558-HAWTHORNE" GARAGE BIIING: RIGHT PAGE: DETAILS 150 MPH E . B F-paAmT 1/28/21 BCALE: 1/4"=1'-0" SHEET s1. 2A GENERAL NOTES CODES 12 FLORIDA BULgNO CCOE TM EDITION NEED RENDING, S 9EC NE1 iNI 022107. 12 FLORIN BULDBiG GODS, "M EDITION, 20208tALDN0, 3ECTTS (ACI 1 &14). . 1] BUILDING COM REOMRAlMS FOR REINFORCEDCONCRETE(AD STRE.E to BUILDING CCOE ROURMENTS AND SPECIFICATION FOR MASONRYSIRUCILRE3 (INS ID2AD2-16) IS MI RSTISODETYOFDNL ENGINEERS MINIMUM OEBION LOADS FOR BWLgN05 PtD OTIER SIRUCTMEB (ASCE ]-18). 2.)21 CRETE: 2.1 CONCgE STWS EBSIVE D RVNFORCIS S T 2.1.1 PRECASTWSTANDARD RM OpC EWEENTOWP81I.MN. 2.1.2 PRECAST WPRST12E88 RQNRORCEMEM-0OOO P81 2222 2.21 STEEL 1K011,1 KDIN GTB-3080 PSI W MA%.1T A00REGME.CTO 1t'SWAP. PRCABTLIMEL AT THE OFfABPoCATq/ ASTM IN LINTEL NORAUE B� 222 STEEL AND 0). BLOCK RIACED IN FlElJ7) ASTMASSTRANDS(GRAD[ IS 22 PRESTRESS STRANDS ABTM M18 r-WIRE, STRESS RUEVED 2T0 KSI 2.1 DlTAK RINFORCEMENT qi ACCORDANCE WiHAD ai&11. 2S CDHDE: E AR)EIYAiDBSSIMLL LYMWLY WTi Aq STANDARDS. 2DISMARE MR NEW S1M AtOBIM 3) MABONRY: 3.1 CONCRElEMA80AookVT8(`DASTKLCONFOMITOABTM CAB. NORMK NEI(SiT WT1 MB®AVA NETARA W WRE9.4NE STRENGTH ZdIBP&. 32 MORTAR BHW.CIXKORM lb AS1M P210 TYPE MDR TT 3A FULL MO AGOCJ NTE 2$4)AY IRED 3A MINMUM POGREGAtE iSDAY COMPREBSNE BIRNOTI OF CMU ANO MORTAR SHALLNOT BE LESS TiW PA/ • 2880 P81. MA80IMY STRNOTi 8WLL1 BE EBTABl131�0 er TNE'UNT REQUIREMENTS EQUIREMENTS HAV! IXNOT TMEN ATVELY, Sr THE T+PoBM TESTMETx)D' WffR USM MET. 1.1 SAFE LOAD VA 1410E SAS EOONUNTELS ILDINO "EN INGM ED17(NITHAMIN011/A ACCEPTABLE BEAfUNO CF I'RR RCRIDA BUILDINp CODE 2Ti EDITION, ZBZO RESIOENTIK, SECTONRS88.8.3ORRORIMBgLDNO CODE AEDITON.2RM31Ol4 SECTION21G1.1 42 SAFE LOADYALUESBASED CNM 71!1ESKRIAINLYBBT PE RAG LOAD ANDTMS 102-18 1.3 D LMIAIIW EVALWTE CONCEM WENT ADSFROM AE DISTAN S TABLES BY CA OF`NGMAXWUM RESISTNG MOMEM ND SNEAK AT g8TANCE AVMYfROM TiE FACE OF TiE SUPPORT. 1.1 FOR LINTEL LENOTi AT SA'OR GRATER, VERDCK CQ1 Fll1E080LIO WTM GROUTAND MINWLEA OR(1)SSVERTICALRBARIS R 1SEP TMACHEND Of TiEUMEL. .8 UMELB TINT ME GREATER THAN 11'-0' CLEAR SPAN MUST BIE PROVIDED 1EMPCNARY 8 WPORT, NDTBE REMOVED UNTL 2 GAYS APTER GROUT RACEMEM. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 WTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .ITT' " 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 T-O", FINISH FLOOR. UNLESS NOTED OTHERWSE, HEADER SCHEDULE MARK GESMIPTTION REMARK 1Q (2)2X8 BF16-1T/OWOB 5'-10" 8F16-IT/0M/0B 8FIS-lT/OM/0B 8F16-1T/OM/OB 5'-10" 3'-6" 4'-W x INm ---------- 'SEE1111-IIIIIESEER =---------- 1 1 1 1 1 1 1 1 1 F: BF165TIOO„MIOB I ♦ %% 1 1 4t- - ------Y ♦ 1 ♦ % ♦ db 1 Q ♦ ♦ ,,NA =-------------- 1 m � 1 1 � 1 , 1 ♦ 1 BF18 1TIOM B BF16 iTIOM/OB 1 5'-10" 5'-10" El El 0 1 L 1Ell 01 Ell `---------------------------------------------_----RA�R�RRI-RIR-M�IRRRRI�RRRIR�RRINIRRRRIRRIRRIR�R�R�tRR-------IRK-IRRR�R� LIFT BEAM PLAN SCALE: 114" - V-0" Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAIL 407-774.4078 wwwabdeslgngroup-com L AA M: 0003325 IIIIIIIIIIIN DB EEC y� h yq� n O 3 BXMDIV. & LOT SILVERADO LOT #17 BLK #14 PROJECT 03719.000-17141 MODEls "2558-HAWTHORNS" GARAGE 8WIIJG: RIGHT PAGE: LIFT BEAM PLAN 150 MPH FoV. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP Bk6' �1*5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING #-E4 PLACE STEEL HEIGHT. �OF\�\� REINFORCING (L2) 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 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR Bk16' QA 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 9-1. REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. A \a. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. / / P�5 ��O BX16 DBL. BOND TOP OF BEAM W/(1)#5 BAR BONDSEAM EACH COURSE G T 1 OF • OQ\� W/ (1) A5 BAR`; BOND BEANam F = FILLED W/ GROUT • 8X8 BOND BEAMTBOND I .�U =UNFILLED GROUT SOLID FRNOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE#5 SEE NOTE 5 "O\`'16-1T/1 8X8PRE-CAST Cp$ FNOMINAL--�� LINTEL W/(,)#S Ql HEIGHT #OFA15'S,TOP LENGTH OF BAR OF MASONRY Q OPENING - 2'CORNER IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR%,�BEAM DESIGNATION THAT XFXX-1T/1M OB INOICATESADOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRECAST Cl` `AND XFXX-1TIVIVIM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERITIS THIS ENGINEERS INTENT 7�AND XUXX- iTMMIDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LO LINTEL OF OPENING AND XUXX-1T/OM/OB 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, SINGLE BOND BEAM 114") B" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST ,AS OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL i MIN EMBEDMENT 1 1l4") S' c SLOPE FROM EACH END AND 18" OC. MAX. MIN 1-114" EMBE EMBEDMENT 2X8 (MIN 2X 3)2-W16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4")I.. FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 16' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK EA END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW %1 SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:3a"=r-a 3 SCALE: PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL > I SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 9 Y� II I II 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. (I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 374"=1'-0" �1 SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" A N C N I T! O T 8 Groin. 1441 N. RONALD REGAN BLVD. LONGWOOD, F32750 P407678 FAX 40778 wwwAbdoeoup.cm 6AA#: s �y N G �y CR 1 w A BUDDM & LOT SILVERADO LOT #17 BLK. #14 PRO "' 03719.00t-17141 MODZU "2558-HAWTHORNEB GA> AQZ BWO90: RIGHT PACM: DETAILS 150 MPH IV. B BEAM SCHEDULE gaNUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / S.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. a FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (re SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER ea. e.a ` ae, u. uome come um�n(, mw.aw� mwa mw.aw,e: (2)w m w.aw�. mwa mw.awxe mw_ m 2a M..— mwa ,a>e mw.awxE mw. r axecaar mw.a wra: mwa ,ros rxaGer ar w.ew� mxa. 2.m aea, a4• witwsr (2lwewxe (a)w9 ,alw a).- �s mw.awra mwa wa mw.ewxe mxa. arw.awra: mxa.. are mw.awxa (2)-. mwawxe mw.. am mw.aw� mwa alw.— mxa.. Gee (2).1.: 1la w.a GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER ,a. RECESS wl`"II%e N �1 x`Ple PoI `u Nle wtlu(ile ,U 101e rn w.ewxe mxa mw.awx¢ mxa ,a000 "xacasr mw.awxe mw. mw.— mft 3 1=,aero ecs. mwawxe mw. mw.awxe mxa. ra rxa�ar ar-- mw, mw.awxe mxa. ,aoo2 mEo•s, al.—. mw. (aw.ewxe (2)w moo ,aoro a�.8r mwawxe mw.a .•a wEwar mwawxe mwa �* mw.awxe mw.. a2e vxwa* mwawxe mw.. oxErwa, mwnwxe mw.. rneuer mw.awxa mwa yr axKwer mw,ewxe mw.a vxeuer mw.awxa mw.a A R C N I T R C T I{ rou Gon 141 N. RONALD REAGAN BL\ LONGWOOD,FL327W PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 004 auumv. se LOT SILVERADO LOT #17 BLK. #14 PROJECT 03719.00t-17141 MODEL: "2558-HAWTHORNS" GARAGE SWING: RIGHT PAGE: DETAILS 150 E 7'-0" a a s U U U Cil CJ3T I CJ5T I U EJ7T >�_�= u RIDGE p EJ7T CJ5T _ CJ3T CJ1 I 1' c� h�7 :per• � EJ7 EJ7 I EJ7 EJ7 EJ7 I • >a� i EJ7 I EJ7 _ 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 _ • _ _ TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS EJ7 • • 10d NAILS STAGGERED 0 4" ON CENTER EJ7 EJ7 CJS _ CJ3 n CJ1 N a a a a rd a a s ¢ a a a a ¢ 1 I q 1 1 1 'B N 1 1 1 II 1 N N q N N q I q p H II N N q I I N N N ICY Y N N Y I q II Y 11 N 11 Q p tl p H M 1 p N 11 11 n x H Ya�Y Y Y N n N N II N H x N 11 N n IN NNY YNNN11 Y N N p p a X q p H N 11 N R N N N Y Y N Y tl N n q N M N ■ p N N q N— 1 — Y—. n N N Y Y Y N Y N N Y N H N N p q N M N R N X q q II I In u u u u n N R N x n x N MIDGE N I IL l .L9 n n H n q a u x x n a N— f "j-p n qle! IIj unI-I N Y Nq N u FRAMING PLAN SCALE: 1 /4" = V-0" N c3 c�3 II �S ■ CJ1 II q -04— CJ3 I I CJ5 •_• J JC1 CJ3 II • _ N CJS �_�•_,� I EJ7 II 1. >®• _ EJ7 I 1 �•_•_� EJ7 II >� • e� EJ7 y�A I I •_. CJ5 II x CJ3 i III 1 -�• •TI i''�i"�'i'' ..1 r � N I I U Ilia E FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) IDd x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" ° x 2 718" LONG, WITH WASHER a 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 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID NIA TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S'FROM THE CENTER OF THE COLUMN. 71 A A C N I T E C T$ Grew LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.eom L AA M: 0003328 J Ir�Illlll 911N11 amm, BUBMI ec LOT SILVERADO LOT #17 BLK, #14 PnoimcT 03719.00O-17141 MoDEZa "2558-HAWTHORNE" GAKAGs EVnNG: RIGHT PAGM: FRAMING PLAN 150 H B rxsaas-r DATA 1/28/21 BCAZX: 1/4"=1'-0" 8HMET s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS 12) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x i }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3}" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J' NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4% 6", W x 4'-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LSS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 8e SS1C-GIRDER TYPICAL TRUSS/ 1r, CONNECTOR(S) BACMBLOCI(TH M S3/4"WOODPANELS V (2) 10 WOOD PANELS (2) 12" WOOD PANELS 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE JJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2.4 OR 216 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. (,�_�I-JOISTCONNECTION @ L.B.W. E: 3J4"=T'a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE >5/8" -HOLE DIAMETER 215'13 SGL. STUD HOLE EDGE >56' HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING �1 AND BORING LIMITS SCALE 1 1/2'=1'-0' 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP 02 2' x 4", S', 8" x 4'4" MAY BE ADDED Wl 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �—A-(1) SIMPSON LGT3SDS2S GIRDER TIEDOWN WITH (4) ?'x 5" TITEN HD TO CMU AND (12) SDS }" x 2 J" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH lx2, 2x WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) SDS J' x SEE ARCHITECTURAL 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS. (2) J' x 5"TITEN HO TO CMU AND (18) SDS J' x 3' lx2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) �n 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) B° _ BFRI� 811CI®tBLOCK nllao�s d500 3J4" WOOD PANELS BOOB (2) 12' WOOD PANELS BO (2) 12" WOOD PANELS 90 2K LUMBER LSTA12 20 GAUGE W! t_,2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVUFJOIST WITH BACKER BLOCK 14 W/ 5X' AB. WITH -41 MIN. T' EMBEDMENT TO SLAB S (18) 18d x 2.1/'Y' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-W A. SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28.2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4' SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4600 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (38)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �.— TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1'-0' 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED CHORD OF ID ROOF TRUSSES lx4 BTM. CHORD BRACING 6-0' O/C J END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /L INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0' V EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 12' MIN. EMBED. (TYP) 81 1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE PLACED INTO GROUTED CELLS, IT'ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD 50 LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) PT DIA. x W MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE FEDGESP CEITIMSPACNG A DOUBLE 2x8 12" 8" O/C 1S, O/C 8 DOUBLE 2x8 3I4" 8" O/C 24" O/C C DOUBLE 2x10 ill' 8" O/C 16' O/C 0 DOUBLE 200 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6' O/C 16, O/C F DOUBLE 202 3/4" 6' O/C 12, O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0' 12) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO XSRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING V-0" TO 30'-(7' (1)'W' BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X' BRACE 0 CENTER TO BLK W/ 1/7' DIA (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d%6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 214 SECURED W/ (2) 10d'e 0 EACH TRUSS TO BE INSTALLED 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ` PRE-ENGD TRUSS 6DALE 34=,'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR. ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. ALTERNATE MATERIALS 1 SCALE: A I C N I T I C T i 6 Grou�� 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 BUDDIV. 8c LOT: SILVEftADO LOT #17 BLK. #14 PROJECT 03719.00 —17141 MODZLA "2558—HAWTHORNE" GARAGE 9W : RIGHT PAGE: DETAILS 150 M EXP. B tot_ SIMPSON HS W/ (8) Bd EACH END COMMON NAILS, EACH FLOOR DECK END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR F SHEATHING DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1 ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8"CMU WALL— REINF PER PLAN 2x6 PT TERMINATION ( GU 2x4 STRONGBACK SECURED TO BLOCKING SECURED TOO WALL EACH TRUSS W/ (3)16d COMMON WI (6) 3/16' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR 1X2 F BOTTOM OF FLOOR TRUSS, SIMPSON SPH4/SPH6 BTM. TYPICALLY 10'-0" BUT REFER TO FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 TRUSS ENGINEERING GIRDER TRUSS 1/7' HDG NAILS 2x4 STRONGBACK, WALL / FLOOR FRAMING, (DfFLOPgOR BRACING n TRUSS PARALLEL TO WALL SCALE: 3l4'"=1'-0'• G SCALE: 3l4"=1'-0 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d G 3" O.C. 1 ST PLY FLOOR DECK INTO LEDGER AND 10d 0 N O.C. #8 WOOD Q &' O.0 2x4 BLOCKING 0 EA. BRACE. NOTE: SHEATHING STAGGERED UPPER PLY INTO 2x6 x 7' LONG G 3" O.C.; BELOW STAGGERED OFF NI TOENAIL INTO TRUSS W/ (4)16d CENTERLINE OFF 2x6; NAILS 0 EA END MUST NOT BREAK WITHIN 3/4" AS SHOWN 2x4 BRACE 0 46' O.C. w/ (5)12d 1'-4" MIN. FROM 2NO. FUR. DBL 2X8 LEDGER NAILS 0 EA END LINE 6' CMU WALL END WI MIN CMUAN[ EMBEDT RING SHANK NAILS 0 IV' O.C. MAX &' CM PER PLANAT 16" INTO BLOCKING l- 16d NAILS 0 8" O.C. MAX 2x4 P.T. CEILING NAILER W/ MASONRY NAILS 0 17. O.C. FLOG jill�/4„ NAILING PATTERN FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF fQR LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4„=1'-0" PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x6 PT. PLATE TO BLK- W/ 10 DIA. ANCHOR BOLT W/ 7 WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' O.C. MAX PRE-ENGINEERED WOOD ::::/ FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. SIMPSON HETA-16 0 3/T MAX. SECTION DETAIL (VERIFYY W! TRUSS PLAN) AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES 6 SCALE: 3/4"=1'-0 PRE-ENG'O WOOD TRUSS (TYP) 0 24" O.C, MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 W-a' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-(W STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A -SIMPSON MT812 U <990 LBS W/ (14) 1Gd GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" 4 1/4 NI #8 WOOD SCREWS �M x 7'LONGa 3"O.C.; lylll�, STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 JU EA. TRUSS I'I R NAIIJNOIIPFA-�'TTETTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL2X_LEDGER FRAMINGPLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0" U STUDS PER PLANS 2x4 CONT. W/ (4)16d NAILS G TOP OF FUR TRUSS (TOP 2X4 SUPPORTS ST. PLATE OF 2ND FUR) FLOOR DECK 24 CONT. W/ (8)16d NAILS 0 ST. OF FLOOR TRUSS (BT. 2X61S FOR WALL SHEATHING NAILER) 1X2 FIRESTOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 0 EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE-ENG ROOF TRUSS W, GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2.4 OR 216 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 117W' WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-lrZ' EMBED. MIN. 016" OC MAX. TRUSS CONNECTION L.B.W. 9a 9b SCALE: 3/4"=T-0' ROOF TRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • -0 :0 : TRUSSNVOOD POST CONNECTIONS 10a 10b 10C SCALE; 3/4"=,.a• TRU88 TO POBT CONNECTION 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-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8- AT.R. TO HDU4 AND (10) 1/4" X 21/7' SDS TO POST POST TO BLAB CONNECTION A8B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x W EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5W AB. WITH MIN. i' A R C N I T[ C T 8 Grou i In 43 N. RONALD REAGAN BL) LONGWOOD, FL327E0 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 y� N aUNDM Se T.or. SILVERADO LOT #17 BLK. #14 PROJECT 03719.00t-17141 MoDzu "2558-HAWTHORNE" GARAGE ewuTC: RIGHT PACE: DETAILS 150 H EXP. B TacTi (2) 2XI2 HGR W/FLITC 4 PLATE. ATTACHED W/(2) MSTA-24 • EA SIDE FIBERGLASS SHINGLES PRE-ENG T"S (STRAP OVER W FELT PAPER ON PER FRAMING NOTES) I}' O.SZ, SHEATHING OR }' MTL. DRIP EDGE COX PLYWOOD SECURED PER NAILING SCHEDULE 2x SUB -BAND 14'-2P — — _Q 14'-2' ENTRY BRG. HGT (2)'i12 HDR VENTED ALUM. SOFFIT DOUBLE TOP PLATE j O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER NAILING OF HEADER 66 SCHEDULE STUCCO OVER FELT OVER PLYWOOD MTS-12 • 24' O.C. Y— DBL STUD W/(2) SP4 i0 0 NXI0' WEDGE ANCHOR • 32' (-['MIN. EMBED.) - SENTRY DETAIL-ELEV. 'D' A SCALE . I/2'• I'-0' I I AM / I 1441 N. RONALD RFAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com 6. AA #: 0003325 anon, A{l 9XMDIV. de LOT SILVERADO LOT #17 BLK. #14 PROJECT 03719.000-17141 MODEL: "2558-HAWTHORNE" GARAGE ETIING: RIGHT PAGE: ENTRY DETAILS 150 PH E)R. B 11 VIEW 11 D TE 1/26/21 SCALE: 1/4"=1'-0" 9I4EET S3.1C FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15W STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIN. TENSILE STR. SHANK ASTM 8d RINGSHANK, 23/8" 0,113 170,000 (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRB-01 8d RING SHANK PNEUMATIC 2 36' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/Z' COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, ZONE 1: 8d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2, Sd NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r Sd NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES D to JQ 2 Q Q/ W Y W Y Q Z . Z U S v O 2 O 4• Z 0: E s . TYP. EXT. SHEATHING ATTACHMENT r A S �LLLL,, � C Z f 9 m U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NO E: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE CBd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#S 2' DECK SCREWS 0 S"-8" O.C. MAX 0 EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS •♦••••••••..•••••••••i 1�-l� r-l� F••••••••••. •♦••••••••• FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTCW SIZE ttPE 9PAgN0 REMARXe APPLIGTx)N eIZE w. ePAgNG REMAA149 tYl PT FURRING To CASEHARDENEDCOIL 8"O� .R EGOOR&1G 1IX'p0. TAPfYJNMABdIRY E"� 1,IZ'EMBEO., "END pBT., NA.90NRYICCNC. NAIL,tn"LONG. TO MASONRTICOFt. NO W—I. FAG WR 11p'EO T, —AL .w DOORG CAGE lIMOENEOOgL ffOG VANDGf/rDOQL FASTENED OARKIE DOOF&KK ,IT dAWI IXPANGICN BOLT IX•OC 4'EMBED..YE .T.. 1r PT. BEE NOTES WJL1,R'LONO. GTAGOEREO IMOMABOMiYA1MiC. To— WASHER G^EDDE r NINOWIBUCN GSE wwcerm mx floc vnNoovmornlPAGrENF.n METALSTRAPTo CONTACT THIS ENGINEER FOR SPACING 1XR. GEE NDTEa NML,1?LONG. srAGGERED wro MAaornY�Gw1c. MAGouarlcanc. REQUIREMENTS Exr. evnNo 000R (X19ne111A •rweorr „z EMeeo.ffENo NONaSVGw Wood 1m ExPAN•oN rEMBEO eEro euaLa Pr, eEE NOTEe NowAGHEN PAsrNEi 18'� der..,,n EDGE der wuLTo mNe sue wrwANme GOLT a'°'O deT., G•®GE dsr. a PrvANooweLxx o,x•PAF.�,mfforo rENo. der-„2 PI TO STEEL COL.. eEE WI WA91ffR STMIGERID EDGE dBi. wTEe 11.SSTAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR W NDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR W TH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND Z MEMBERS ARE SECURED W TAPCONS OR PAF TOT HE SUBSTRATE. GENERAL NOTES: LE A$ ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M. MAXIMUMAGGREGATE SIZE SHALL BE 314', STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3�d'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS PROVIDE5 PROVIDE 64ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE l#JDERALL SLA030N[iiWND WHERE INDICATED ON ME CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 40ZIM-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS SEAMS LAPPEDB INCHES AND SEALED WITHRRIE TAPE. ELASTICITY - 1,400,ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK $HALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WOW, CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOW N. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE W TH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLD BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' THE STRUCTURE 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT 19 THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOM$. WELDED WIRE MESH, SHALL BE ASTM A1064IA1054M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE WOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SUBS SHALL BE SUPPORTED NTH 2' CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP T L 0 DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATE$ SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ISA61 MGRAD 401N CONCRETEF R B S R T 8 5 E DEFORMED AR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A408/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. D PLACED GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE C DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL R STANDARDS FOR METAL-P TRUSS CONSTRUCTION:, AND METAL LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef REVI VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS MEND TIONS FOR COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-nonoonwrtent TYP. MIN LAPS SHALL BE AS FOLLOWS: $4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 pef BTM CHORD nancanwrrent #5 BAR - 30" 07 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. NC INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE NTH ANSVASCE 7 88: 1990. 15 pN TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psF wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS, 10 pef BTM CHORD 5 PGf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST NNO UPLIFT: I Opef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 020) EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20peT HABITABLE ATTICS AND ATTICS SERVED NTH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pGf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GARAGES: 50p•f, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4E� MASONRY•HICLE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE NTH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD RES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY•UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ECTION ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM GJ78, AND SHALL PROWDE A MINMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 2S DAV9, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pef, FOOTING TYPE MM" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/e" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M F = 36 WI FOR ANGLES PLATES AND WSHAPES STRUCTURAL TUBING SHALL 8 T 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRI RTO CONCRETE PLACEMENT. CONCRETE SLUMP MILL NOT EXCEED V-4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SWILL BE TIMESTAMPEO WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX 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 18 HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SH41 BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH LFOMOATIONS} B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATIER: 1-Ir? FOR AS AND SMALLER 9' FOR a AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1 R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS M y A500/A500M, GRADE B, Fy = 46 In. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS NTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. u 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdoeigngroup.com L AA #: 0003325 J IUSDm ae LOT SILVERADO LOT #17 BLK. #14 PROJECT 03719.000-17141 iiOD=c "2558-HAWTHORNE" dARAaS BWMC;: RIGHT PADS: DETAILS 15 rW H B ip S A ft w