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HomeMy WebLinkAbout35533 Stella Vast DrG 0 2605 -4EHB -HAYDEN 99 • STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -•FUgUpMECODE. �ALO LOCAL = STATE COMit>�IIi[tAi, DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 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 SST) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY 4 MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFCs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 12602 TELECOM [)RIVE, TAMPA, FL 33637 -OCCUPANCY - RESIDENTIAL GROUP R3 •CONSTRUCTION TYPE - VB •VIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAR HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALL. S IST FLR LIVNG 1104 CO. FT. 2ND FLR LIVING 1501 Sa FT. TOTAL LIVNG 2605 Sa FT. GARAGE 431 Sa FT. PORCH 111 80. FT. TOTAL 3153 50. FT. PATIO w Sa FT. Tq&I: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONING LUM LUMINWS ADI. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. M]NIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. GIBING N.T.S. NOT TO SCALE CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTYLI.IE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC DUE PIT PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.Q. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM DIMENSION R RISER DISP. DISPOSAL RAD. RADIUS UP. DEEP R.A.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL PLO . ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHC. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GJFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL, SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR FLOOR STD, STANDARD FLUOR. FLUORESCENT Sws SHEARWALL FR. UP FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISK GARBAGE DISPOSAL T O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.OP. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYPE TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED ILB. HOSE BIB OTHERWISE Rc. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOY OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS DESCRIMON 2-STORY CM CONVERSION BID SET ISSUED ADDED ELEV. 'J' t K' MTW SIDING PER MARK BOIIES BID SET RE-I561ED FOOTING REVISIONS PER M. BOMBS I -JOISTS INCORPORATED INTO MASTER PLAN CONSTRUCTION DOC HEMS RE -ISSUED ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DE DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO S12A PLAN MAINTENANCE REVISED LINTEL SIZE AT FRONT ENTRY DOOR UPDATED LEDGER BOLT SIZE 8 SPACNG REVISED t-JOIST LAYOUT ADDED LED LWTS TO KITC$ EN 4 BATHROOMS PER MARK BODES ADDED STONE OPTION TO ELEVATIONS Ya', V, 'J' 4 K' LEDGER BOLT SPACWG REVISED ADDED OPT. W-0' CEILING NEWTS REPLACE UBP CONNECTORS MTN SPFSON CONEGTORS FIEVISED DETAIL ON 51EET 02 OPT. W-0' CLG. NGT. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE4UL t 6 CITY OF ZEPHYRHILIf PLAN EXAMINER INDEX OF DRAWINGS ARCHITECTURAL SHEET ## PG Ci—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A311—FRONT do REAR ELEVATIONS "H" PG A411—LEFT & RIGHT ELEVATIONS 'H' PG EI—FIRST FIAOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET ## PG 91-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.0-DETAILS PG S3.1C-DETAILS PG 94-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SB-ROOF FRAMING PLAN PG SNI-DETAILS DESCRIPTION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwAbdes4pooupcom L AA is 0003325 J h b g h C f 0 x ST:7SDIV. aY LOT: SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 bWDEL- 4EHB "2605-HAYDEN" GARAGE 8'WEWG: LEFT PAGE: COVER SHEET 50 MPH EXP. 11 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 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. SITEWORK 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 BAGKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-N8INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/ INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF X- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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.' TWUR 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2 ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SM. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PL.UIMI3WO 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 IW 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. �9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,117 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE NTH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS i. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 wwwzbdesigngroup.com L AA B: 0003325 c � n SLJSDIV. d ]LOT SILVERADO LOT 26 BLK 18 Plto"=T# 04128.002 26181 moDETI: 4EHB "2605-HAYDEN" aATI1 AGE BIWMG: LEFT PAGE' GENERAL NOTES 50 MPH EXP. r-pnnrr 04/06/20 SCALE: 1/4"=1'-O" 81-MET GN 2'I'-Im' I0'-®• '-10' ro m ANDTIFE FOOTAGE 20 -4' IS'-4' FIRST FLOOR PLAN SCALE 1/4' . 1'-m' NOTE�2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EOUIPPED WITH SOLID WOOD DOOR NOT LESS THAN N' (35mm) IN THICIOJESB, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN Hb•(35mm) THICK OR 20-MMUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN ty'(12.1mm) GYPSU•1 BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS ' THAN t4YI5.9nm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED-) 302.E PATIO 9 9 I0'-0' m O OF�ROOF ------ 3052-SN I I EGRESS f2) 3052-SFI 6068 8--- I 2T'-4 12'-4' BP�OOQM#2 � r LIVING ° I RO�OMG ROOM e•-e' cLG. S'-S' CLCi 9'-0' 3'-8' 3'-8' l'-2' :+ [2) 206a i I I � A I ;n �-.� II � a'-B• uG. I r P08T c I O c!v OI I I I I I I;�� IGTC�I e'-e'Q.Ca. i ;� m i4 FIB. �o 9 � m 2868 2'-5' 3' 0 0 z 3' 4' 5' Wx 286H SC 20 MIN. STAIR DATA Ib RISER � lS4' BOLLARD B TREADS � 10' � ARCH c��� _ REF r 3-SH COPO O a AS REGi PER BLDG. -_- B CODE i II 5._S. II 13�_m. PO7tl?<t a GARAGE e-Is'as III v�uc FLEX .a IU 306a IU _e �' III • r-Im• I6'-m• r-Im• III m' 1'-6' 9'-g• I a w•-m' x i'-m• ox a'�8' q�y, a� e SQ.F"f. CALL. S 15T Ti.R LING 1104. SQ. Fr. 2#O RR LIVMCi 1501 SQ. FT. TOTAL LMIG 2605 SQ. FT. GARAGE 43� SCi FT. PORCH 111 8Q. FT. TOTAL 3153 SQ. FT. PATIO 80 SQ. FT. MASONRY / FRAME WALL LEGEND 9'-a' BLOCK WALL UNA ON PLANS BRG. HCsT, vAR1E8 E' BLOCK WALL uN,o ON PLANS IB'-B' BRCS. MTE® BR's. WALL urrrD. ON PLANS 40 LOAD BRG. WALL uxo. ON PL.4N8 -ALL INTERIOR DOORS TO Be 6'-a' -ALL EXTERIOR DOORS TO BE b'-8' UNLESS NOTED OTHERU118E Oaf dBR MD CLA0CIO �D t01D8 611C tt11D Erlos� Pal a 1>BCGID OISB zaE mwlll�atruo lewnes MM. WINDOW � 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MM. CRITERIA BGD. MIN. 41 5 23/-29 CRITERIA 160�0 ONO. IR 5 20.V-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OaBBOLp11E0116N 1441 N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-7746076 FAX 407-7744078 vwvw.abdestgngroup.com AA N: 0003325 0 Y C 0 i aysarv. 4k IAT: SILVERADO LOT 26 BLK 18 PROJffiCT# 04128.002 26181 Moa>Ea. 4EHB "2605—HAYDEN" GAliA43F. swsr7c: LEFT PACE: FIRST FLOOR PLAN 50 42- K HALF WALL— \\ 0 CAP (2) LAYERS OF 3/4' PLYWOOD SECURE TIRADE TO STRlY#R 3/4' T40 SUB FLOOR OR(2)LAYERS OF 3/4' 8U6 WT318 3' SCRIMS • EA GLUED 3 FLOOR MATERIAL RIPS FOR78TINIS&M , WTIARADED 6144NC PER PAOT8ER SOLID NAILING TO EXTEND BEYOND TNICOMM BLIEOULE \\ OF EUB-FLOOR ENEATWM 10'-0 3/4' 2ND FIN. RR V-8' BIG. HGT. \ \ FLOORMKSYSTEM(SEE FLOOR \ F'RAMMG SWEET) \ \ 4' KICK Nam, \ PLATE 1' M ® STAIRS RSERS TO CQNFOW TO POOR 61N EDITION 1. \ (201T) MSL TREAD.W MAX. RSER.T 3/4' 3/R6' STAIR DATA: \ MM. a4ij Z Q MAX VARIATION IN NSERS/TREADS ARaUCENT TO EACH ORER 3/8' MAX VARATION N ANY IRAD ARL i6R • l54' I5 TREADS • S T O R J d ECrk; CIRCIAAR CROSS SECTION DIA TO BE I V4' O 86 1 10•. V NOSING \ 0 (If -1/4'OR PROVIDE EOUIVALER GRASPABILITY UROERB- MN 6' WIDE • 3-2KI2 8YP ETR81f#R \ Q w x NARROW 00 MN a' WIDTH • 12' PROM A IRSFOROEelOF BR•F \ � L NARROW ED 34' MIN. HANDRAIL HST. SUB 0M AD FMVE m \ mJ uj EA• IL DIM. VARIES NQiE= EA NO ZOOWALRAM \ 'ou C I,_4• a 0 -ENCLOSED ACCESSIBLE SPACE UDEPN ` * �g STAIRS SHALL 14AVE WALLS, UNDER STAIR SURFACE AND ANY PROTECTED ON 2 X 4 RE-MFOR WS \ r TOE EW4 E WITW8 814E Whl V2' GYPSUI • &A. 2 X 12 STRMGER \ RD& WISED BOARD& FEICR 3041.1. SECURE Ulllid 6'-8' Or - DBL. � ` TOP U ` PLATE 0 0'-0' FM. FLR iny 2X4 ATTACHED UY IBd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITNM 8' OF EACH END, 32' OC. MAX BAR DETAIL A SCALE: V2'•I'-0' AR B SCALECH DTL. : IR'•i'-0' STAIR SECTION C SCALE: IR'.I'_0• I= AHU THE CLEAR SPACE BETWEEN 1 1/2THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36'�AS PER FBCR R31I.182 W 2X4 RE-;FORG� 42' N. N NOTE: WALL W/ HANDRAIL ENDS SHALL BE CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL NAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A $�o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARSEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES x M SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / FB C. 2011 HANDRAIL SECTION 2441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774N3078 FAX: 407-7744078 www.abdosigngroup.wm AA is 0003325 h a d till 1. SVHDTV. & LrOT SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 MODELa 4EHB "2605-HAYDEN" OARAOE SVrMG: LEFT PAdE: FLOOR PLAN SECTIONS / DETAILS 50 MPH E IT-4- 305244.4 3M2-614 EGRESS qwv a () 3052-SW 2 EGM86 wm. a 4V eo 2- �52 TO 2040-OW EGRESS TEMP LfhE OF MT !IN4 � 1. _01 1,4-1 5'-4 2'-4-2'-4- 13'-4' SECOND FLOOR PLAN WALE: V4 - 1'-0' I 1441 X. RONALD REAGAN BLVD IL LONGWOOD, FL32750 LIrl- PH: 407-77 4 6078 FAX, 407-7744078 www.abdesigrkgroup.com AA #: 00033 28 40) Im IE 40 in x 0 U13DM & LOT' SILVERADO LOT 26 BLK 18 PROJECTA0 04128.002/26181 MODEX. 4EHB "2605-HAYDEN" GARAGE SIFMG: LEFT o. PAGIC: SECOND FLOOR PLAN 50 MPH AXP. 4 40) Im IE 40 in x 0 U13DM & LOT' SILVERADO LOT 26 BLK 18 PROJECTA0 04128.002/26181 MODEX. 4EHB "2605-HAYDEN" GARAGE SIFMG: LEFT o. PAGIC: SECOND FLOOR PLAN 50 MPH AXP. U13DM & LOT' SILVERADO LOT 26 BLK 18 PROJECTA0 04128.002/26181 MODEX. 4EHB "2605-HAYDEN" GARAGE SIFMG: LEFT 26'-8' BLDG. W.T. 2ND FLR _ BRG. HGT. 6' RAISED BAND 2ND FIN. FLR 8'-W CLG. HGT. - COACH—\ LIGHT ME No NUNN FRONT ELEVATION SCALE: 1/4 = F-0' TEXTURED FINISH SHINGLE ROOF FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT 2ND FLR BRG. NGT. -�FYPGIN 5KTIIXI1 OR EQUIVALENT 6' RAISED BAND (TYPJ I ,CI0'-0 3/44' 2NDFIN, , 6,8' BRIG. W.T. s ENS I I _ 4' RAISED BAND (TYPJ 8' RAISED BAND (TYP.) 0'-0' FIN. FLR D g� OFF RIDGE VENT OFF RIDGE VENT 2ND FLR �, _ ,i18'-8' 2ND FLR BRs. HGT. - g� HGT I I I I I I I I A I I 10'-0 3/4' 2ND FLR, I 1 10'-0 3/4' 2ND FLR FIN. FLR/51;r,. HGT. -- --- --'------------------ -- r -PFIN. PLR/BRG. HGT. I I 8'-8' CLG. HGT. __-_--___--____-____-___ I---- 0' I I 41 I I I I TYP. I I � I I _ I I 0'-0' FIN. FLR, o -- -- ------------------- _-- I--0'-0' FIN. FLR REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 0.FAOFATTIC = 15AS SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 15M/300 - 5.28 VENTILATION AREA x SQ. INCHES PER FT. (144) = 78QS SQ. IN. MIN. REQUIRED VENTILATION - .5x 7SU IN UPPER PORTION OFATnC - 380.4 SQ. IN. OFF RIDGE VENTIATON AREA = 115 SQ. IN. PER VENT 3Ea4 /sss ALNOFVEN7SREQU10.ED = 33078.3 ALNOFVENTSPROVIDED = 4 IQ• 2 COAT CEMENT PER LASTAPPLIED DIRECTLY TO n.AeoNar FLABRG GALV. I TYPE FLASNSE?T N FIS ERISLASS SHNGLES OVER 70 FELT PAPER AS APPROVED 1116W SNIT TO MEET .ASTTT . OR Z' WX ON 1/li' osa. SFIE.ATWNG OR 1/!• cox PLYUV0D SEGUED PER HAILING SCHEDULE iND FILL PLR (PER ELEW LUS 26 21E. !EY RAFTERS oR� PRE-eNdl'o rwiee 2X6 SYP PT LEDGER W( L12W THREADED ROD 32, Or- 4 UETWN 6. OF EACH 7�TrTO BE � SECURED, TO eL X / I 6CWM!@L FOR S01FIT 3' or_ • PERE'lTME - I tR1+�R91 LUS-26 W/l42 IOd'•✓ 1'-4' TO LEDGER AND (2) IOBY TO 2.6 JOIST 2'-0• 2x6 SYP PT LEDGER LW 14W THREADED, ROD 32' Or- 4 WITWN 6' OF EAC14 END MAX. SET N 61"ON HIGH STRENGTH Exi-mm 6' MN w-mw. OVERHANG DETAIL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 3: 0003325 Y q o 94 A !! d 0 S I $ y c la IT" fA 8A x C SunDiv. Ie L074 SILVERADO LOT 26 BLK 18 PROJECT#r 04128.002 26181 3MDELt 4EHB "2605— HAYDEN" GARwcsE SvrD7G: LEFT PAGE: FRONT & REAR ELEVATION "H" 50 MPH WJP PDA�TE: 04/08/20 SCALE: 1/4"=i'-O" SHEET A3H 5�/ OFF RIDCsE VENT 18'-8'B D FLR NLRT. _—_—_— _ K II II V-0. 10'-0 3/4' 2ND FLR _ _ FIN. FLR II II _ _ _ —1T4— 12 _ •; 0FLR4' 2ND FLR — _ N CLG. 4KsT.,, ------ - ---- H(s • ENTRI' 2'_0• I II I� II IT. 0'-V' FIN. FLR , I I V-0' FIN. FLR- ------ - - r--------------------------------- - ---- FRAME FOR FYI BKTIDc1' EMIVA 18'-8' 2N BR[ 10'-0 3/4' 2N FIN FLR/BRC e'-8' BR •I 0'-0' Fll LEFT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNI844 ,,I8'-8' 2ND FLR B- 10'-0ZND FLR FIN. FLR/BRG. HGT. �B'-8' CLG. HGT-8' CLG. NGT. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-7744078 wwwsbdesWffouP.com AA *.. 0003325 4 y C a as 40 as 2 FN SUBD2V. As LOT SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 MODEL: 4EHB "2605-HAYDEN" GARAGE STIIMC: LEFT PACE: RIGHT & LEFT ELEVATION "H" 50 MPH F'saA 04/08/20 : 1/4"=1'-0" T 4 H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e WSV OUTLET 20 AMP SINGLE POLE rov ovn ET 110V OUTLET H Q OUTLET YAI® M SWTCH GPI SOV OUTLET EaaP® NORO RAULI ®t NS TENT R.11'PVW RESISTANT /YPE) 42OV OUTLET (4)pat cowsm M yypP GFI D(t. WA75PW MMW Ou11 ET GRdsO FAULT seFgIErTEIs SWTCH $WTCN 3-IWY OPEC SWITCH 4-WAY CODER tJ�4 WALL MOUNTED LISNT CELNG LIGHT © LED C LO LKMT ©VP LED VAPOR PMWP LRW @ VPA VARM PROOF LOW @ ttg`EaS® CAN eY1Nr. PAN 1 CRM FM act Fr. SKJO rr+ BN.I641r 1 oM PRa En R. V RB(TIAM (aPEc'& TBD BY "UP ® AAXW ROD (I�SED) 2-19ILE WAAP ANAM (SLIIPACE MMJ RyollVOINT 4' PLUOR58CEW p t�—v--o—.1-1 8 4' 1RACK LIbW 0 PALL METER O SD. sewn DETECTOR RA��BSGY t SIC.HS� 8D. TALL MOLDITED aNtOlet DETae:rae RAILAAOWP ELHBMnE� ® BOLE DE7BCtpt aim INTER-CONICT® NYLL BE A DWOM OF NOT LESS THIN 4' FOC ANT Lksw NATURAL Gu OUTLzr T6EPH101! JALK tlA4 pTIR HE'4iTIN TO ee seVATm AIR CONDIT DNCONICT A14! F�tv TELevIMON JAuc max O J-15M TO O< SIARCRIAD N ACCORDACSI W am MAR® AS MUCH FOR CSLNG Box SI CELG FANILIS W 7D a SIIPORI® N ACCQ®YICE W BON MARKED AS SIGH AM Anna 24' INCANDESCENT LIGHT STRIP pnnann SS' LIGHT STRIP �pnnnnnn 4W NC.ANDRICIDIT LMHT STRIP ROOD LIGHT OPr SECISIFI' O IUt'PAD HE Pn I PIRN.BURON MR ORES IIAB PIOIAT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO DE VERIFIED a HOM'IEOUlER PRE-O"TIWCTION MEETINCL • ALL 0 4 20 AMP BRANCH CIRCWTS TO BE AMC MALT P R T ECTED PER ELECTRICALISION PROVISIONS Op MM iTN ®M1oN HRrH 4 NEC 21" 2q4 EDITION • LAUNDRY AMP DEDICATED LARY CSCUIT. • GPI F ISLAND (NOT ON KITCHEN CRCUIT) • DUNUAMIR DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM 0544U 1T PAN TO WVE MN CAPACITY OF 50 C!" MER9TEHT PER ELECTRICAL PRDVIS INS OF SECTION MBOU E • LAUNDRY ROOM RECEPTACLE SF14LL DE GROSO PAULT CI CUIT-MBlVJr1ER PROTECTION POR P 910CN EL ON PEEDSM • WARM METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F1501, STU NO (20M) • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE MM &TH ED r201U • Al LAM M SMALL BE OR ECTED BY Pam ,DER AI D 16R a• LIGHTSIG MINT BE EHERGHY NIfFY-09If TTPE PER PRE-WRED CLG FAN BEI M. #2 A\ rw � II II BATH#2 I v PATIO ---------- n I a 1 ROOM ROOM PRE -WIRED I — C -G FAN rt I �j� I GFI I \ i 1 TO 2ND FL.\ SWITCNI t �y 9WITCN 33 CABINET I Tela I OUTLET --- r ;FOR DWI \ 1 \I22 L / I GPI N I PAN. l ' 1 �./ BOLLARD AS REQ PER BLDGs CODE P8. FOR- \GFI a 44' GARAGE AFF. DOOR 1 F F 1 I S/CO GFI — —/ 7 ' III 11 --- --- ;`a'T• db / A i III rffE 11 III IOU KEYLESS METER MELD FIXTURE GFI III III FOYER `\ III J PRE -WIRED vERIFY GARAGE III CLG FAN LOG. L DOOR I +III F'REWIRE GARAGE IRRIGATION OUTLET & - 1P.15" i 48' AFF. ' FOR / I CHIMES i ' � I T—(.R—---------___--- LIG44T FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' a I'-0' I I I L I LED LIGHTING @ SINGLE LAV. BATI-K WP Panel MAN - A PANEL: SM6 V•p at breaker VOLTAGE 120/24OV-IPh MAIN: 150Amp M.C.B FEEDER 341 CUTHWN & 1-#6 Cu (G) in 1 1J7' C. OR 3 WM ALTHWN & 1-NB Cu (G) in 1 12" C. Wln Pole ah De Web "7' Citit Wab OesiPAe„ S4r Po Wln i12 + 20 E#siw R« e6F1b TUG 1200 1 2 e12 2 20 MBatlm Pump 1000 3 d s e ems AIc c.u. 1 40 1 z 1 R 5«w1 7 a PANEL -A PANEL: 42 crt breaker VOLTAGE 1201240 V -lPh MAIN: 150 Arrp M.L.O. FEEDER 3#1 CuTWM&1-#6 Cu(G) in 11/YC. OR 3#210 ALTHVMN&1-W6 Cu(G) in 112' C. Wee Pa Str b Wab CtwN Cb it Web Oe«,UWeb�EUr p- WbPaM Wln r 12Ft M Smal a I— 1 2 Seca Rape 50 2 R e12 20 Mk— I Hmtl GFI 1900 3 4 rig M Small App§—. Ism 5 0 45M WWu KtWw 25 2 «0 s 12 20 1500 7 S e 12 20 On AMI Iwo a 10 1200 B On 20 1 «2 .2 20 Sash W1R d« 1200 11 12 1500 0d,w«I-r GF1 20 1 «2 014 15 1-1 H«AFCI 000 13 14 5000 on. GFI 30 2 SID M4 15 Rm la,a5 ganm On. Us AFCI 000 15 1e 17 to 1500 W."OF1 20 1 02 na 15 JSO 3 CN AFCI 000 18 20 i(p0 Dear GFI 20 1 012 21E40 12M I EA dc, Us 8 Idea AFCI 20 1 e12 414 1 15 Balm-021 A w-KAFD ace 23 — O—S—AFCI 15 I «4 «4 1 15 Setlle NAM 4B 25 am 0-e%Salesan AFCI Is 1 04 «4 1 15 e.Aeom«I laa«ua LaAKLY am 2T 12DO 2mttm 1YNa1DbWlLIle/WlA1D 20 1 «2 412 1 20 CP.1Ca GW4 aGFI 1000 2B low mF n*,ct 20 1 N2 ce 31 3, 30 Sp- 37 a0 2 >5 AIC ANH.U. 5525 30 ca Spec. LOW to Q,NIW fielV aticuYtlwe lNre 17000 Z10W lmtl mdnla,tl 4ela Ww400m INa Demand Factor Calculations:. ABBREVIATIONS: AFO: ARC FAULTCIRCUMP1ERRUPTER NC: NGN.CONCIDEW LOAD OR GROUND FAULT"MRWPTER rural leetl.ulSed m aerllPla semr asset ' nw i0000 Naas N tool Ramakn «4N N40% MO 142M T"AX Ired 117« LOAD CALCULATION 18 BASED ON AIC NON -COINCIDENT LOAD Taal C ated Lwd Wees 31 M Tobl AP • a 1240 was t4Le General Lig liting & ReceptacN Load Taal AA: FastI 2605 Gl-aal W 4 R« 3 W l . Ft. 1 7815 Nµu• 3 at65W'Li MN100% 195 c .a 8mD 5i t21 T0fa1walR G.rem Cts i R« Panty A 11 728 BO10 PROVIDE 34A0 C4 TNW 4 1% C UI IN 2' CONDUIT OR 3 IU IN AL. TWAIN a 1% C2' CONDUIT. (CONDUIT TO TRIMMNATE AISOVE SOFFIT W OVERNA142) 150 AMP ELECTRICAL RISER HOT TO SCALE. COMOINATION SERVICE DISCONECT SWITCH AND CiEERAL NOTES, M ELECTRIC METER N A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE CC'PLY WTH ELECTRICAL PROVISIC10 OF THE ECGS.Ie19 EDITION f2 PIT). LOCAL CODES. AND ALL LOCAL POWER COMPANY REtiM1971®1TS6 B. ALL CONDUCTORS SHALL ISE TYPE TNWNfn4U4 UNLESS NOTED OTHER SSE POWER COMPA TRANSFORMER 50 AMP 0440 VOLT I PHASE NLO PANEL TELEPHONE SERVICE CABLE TELEVISION SERVICE ENTRANCE lQaPNBNT S=JFM1(T INTERSYSTEM BONDING. TEIMSbAL AT LOU VOLTAGE CONNECTIONS PROVIDE 50 AMP, n0/240 VOLT. I PHASE SECONDARY— 1 A4 CU SERVICE 641OWND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU N CONCRETE ENCASED FOOTER STEEL PER 1-1/2" CIA SHEDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR &W VC ALU9M2'M (Al.) N 2" DIA SCHEDULE 00 PVC EDITION (201"IL CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRC S/S" D44 X a PT LONG COPPER CLAD GROUND R= COMPANY PRIOR TO BD. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-8078 FAX 407-7744078 www,abdesigngroup.com AA ik 0003325 ARI h Q�Q O � D d s h y StmDly. de LOT'. SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 MODEL 4EHB "2605—HAYDEN" GARAGE 81IN TO: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e Dev OUTLET 20 Apr ow" row IICV OUTLET rev OUnET vt OF CUTIAT nlm To ewTOw �O►1 IIOV OUTLET WUPW 3wTw'u MUL 3fU60P m (TA?~ 1106WAR rn-V Z20V OUTLET (VOW CONSCTICH 6r1 OR . 3YTMPRDOF OunEr 4I000O PALL.T NTRwrr®e SWTCN SUIITCN 9-IUAY OFER, �4 SUI T04 4-UAAY OrEN Fo tLYLLMHR MOWIED CEILW. LIGHT © LED CLG LnW (DVP LED VAPOR FRMW LMNT OO VP VAPOR N3oQ LMNT Omoomew CAA eVM. FAN I CII'1 rtse Sa rT. Uniff FAN IIYLIOHR I OM F'm3 eCl R. V FDfiUIE feF'EOS 70D By 2-SILS REAP ® AROI►O rRECE00@D) 2-DLLs IR,NP e ]_� 7' FIJ101lSC®fT 4' FLItlI�L'DIT p� •��� 4• TRACK LOW 0 PANEL METER O S.D. VL%XZ CETWfOR p�� e- utLUe� tml w I WALL MIXNIED SAIL do fdr 1 VIC= DETECTOR W-� ® SRO O,rP0CN SNGQ DSt007oRL am RA=4r oy Ueen3i� NTER-cONT BE A OF NOT LEST Tw/N 4• PROM WALL MCANT LOW ow NATURALH> CUTLET TELW%40 L JACK WATER 0 NEATERT TO SE- N.T® I! AIR C4110TVION110 DRCONEL.T MS. S6 A J GN Tw* OHM TI.EYMgN JACK .ba IooK JO TO w SIrPORTm N ACCOMANCE 3V 8M i-Im 1140G•A AS OUCH FOR ... eo CELNr FANILIGHR TO OE SIR4OR1m N ACODIOANCE W 00JC PLAWND AS SUCH PON AD= 24' NUFOSA LMIR sTwr nno 3r• NCA Ve9CVNT LMNT STRIP nnnnnnnn 4V LOW e1Rr FLOOD LIONT a on. eRxuun IGLYPAD F❑Q Pn FUNA-euTrON FOR cNFes ue/ ra3T • LOCATION OF TV JACKS / PHONE OUTLETS 4 FANS TO GE VERPED • NO EOYTER PRE-COWTRICTION MEETNI • ALL M A 20 AM ERANPI CNCWTS TO BE ARC FAULT PROTECTED PER ELECTRICAL "Nov i" OF m9cm rTu mrt1oN ruru A H� 216t12 2Ad EDRCTL • ED 20 AMP DICATED L ^bcx Y CSiCLIT. • GPI • ISLAND (NOT ON KITCHEN ONO=) • DMNl4NER DMCONECT TO /C LOCKOUT N PANEL • BATHROOM 00T FAN TO NAVE MN. CAPACITY OP SO a" NTERMTTI NT PER ELECTRICAL FROVISKNS OP ION SECTM ffu mom &Tm,.@nwN cwnd • LAUNDRY ROOM RECEPTACLE SHALL SE GAOIND PAULT C2CUIT-NTeRRAPrERe PROTECTION FOR PEImONNEL ON FEEDERS • UARM MI TNOD SHALL EE NON METALLIC CANX rER MKCTRICAL PROVNIOHM OF Floe rTN m non). • ALL WOW TO C0MMY WTN ELECTRICAL PRDVM OM OF THE FIG! rTN m CMIM ies o ucurar nrT ee Nr�we,Y e�r��fr m�e Pale I i L------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE: V4' • I'-®' Evoo,�'('000gim LED LIGHTING @ DOUBLE LAV. BATH 3 NNNC NOME LED LIGHTING @ DOUBLE LAV. 0iMf '8 BATH i44i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdedglgoup.com L AA S: 0003325 i R r o � 2 tS C' 0 9 � O ml 1pmn=T# XmDIV. ac LOT:SILVERADO LOT 26 BLK 18 04128.002 26181 MODEL,: 4EHB "2605- HAYDEN" GARAGE BVfMG: LEFT 1PAGE: SECOND FLOOR ELECTRICAL PLAN 50 JJPH EXP. 60 1 9 L DAME 04/08/20 SCALE: 1/4"=1'-0" aI�B'i8'i'I' 16. E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . P-®• MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA is 000M25 i g Z sz V Q 9 O Q $ 5 9 a is 40 AM! i� V L SUHDIV. 4 IA a SILVERADO LOT 26 BLK 18 P1OJSCT* 04128.002 26181 MODEZA 4EHB "2605- HAYDEN" GARAGE S1IMO: LEFT PARK: PLUMBING PLANS 50 PH EXP. A. of Dw3C.. 04/06/20 SCALE: 1/4"=1�-0" SHEET P1 HVAC NOTES L ALL MECHANICAL EdRWR ENT ON&L = PROV OND WITH PROPER CLEARANCE, MR DIRvIC ICk PER Mw IEGUIPIE "BAS 2. ALL DUCT SYSTEMS WALLED N NON-CONCRIONSA ARBAB MALOE CO MTIINIGT® OF A VALUE OF NO LESS THEN R-6 RATNS. ALL SEAMS, SMALL BE SEALED QM W.ASS FAN • MASTIC. AND INSTALLED AS PER POC OTM EDITION (20M MECHANICAL OL.OdL CODE SECTION "M i ALL PL.EX DUCTS SMALL OE APPROVED LL M CLASS 1 AIR DUCT AS PER MFPA ISUL 2-3J 4. PPEGM AIR NTAIM NM .a OE LOCATED CLOSER TMAN W FT. FltOM ANY CNFNlY OR VENT OUTLET, OR SANITARY SEWBt VENT OUTLET b ALL E)6iAUST AND OUTSIDE Apt INLET DUCTS !NULL 0E CONSTIEIJCTRID OF SMOOTH GALV METAL OR OTHER MATERtlALS AS PER I = STH EDITION OOIT) eNDD4A4r4 L CODE SECTION 6563 6. ENCLOSED SUPPORT PLATF MMS, SMALL OE OMOTRUCTI D N ACCORDANCE TO PBC 61M EDITION (2S11'T) MECHANICAL CODE 6M T. OATNEOOMS CONTANNCi OATNTIES, SWOUM WAS ANC SIMILAR OATHND PDOUIES SMALL OE M CFbMtlCALLY VENTED N ACCOMMANCE SI M POC 6TM EDITION (2WT) NECMMSCAL CODE SECTION 403, SL ALL Wd"HITED BATM 10=lk SMALL HAVE U OM CUT DOORS POR MAW-UD AIR TO E! MEET RNED. TO BOA& AIR W44A MTE . ML ALL PIME RATED CRLNGO AND WALLS &M.L HWVE AN APPROVED FIRM OR FROW11XR OAl'PEM LOCATED AT CELM OR WALL PENETRATION AND ME SLEEVED WITH ACCESS DOOM TO 11ESE T DAMPER ALL DAFPERS SHALL OE INSTALLED TO Mq. IEECOM A'EICATIONI6 AND FBC OTM BOTTOM (20n) MECHANICAL CACOS SECTION S01 W dOOLLES AND DSEUSEM SHALL BE PROVDED WITH OALANCNTi DAM'PIOW L ORYW BOOSTER TO OE A PANTSC 4 DOP BOOSTEt PAN OR Efi1/1L FANTECM DOF IO DRYER DOOSTERt CAPACITY 60 LINEAR PEST WITH MAX. SIX BLOOM LEGEND ® SUPPLY Apt OffUMt RETURN Apt WELL ® OM41AL.L OR 1 WAY DMUM — SOLD LIME- SUPPLY TRJNK — EEtOKEd LINE- IWAMPH TOM BAL.AMCN6 DAPPER OR OOD e CI LNGi 061AUST FAM RCEILNL+ ID04A UST FAM • LOW OPA OUTSIDE Apt m THERMOSTAT m PASS-TFpW AM WELL ALL NVAC TO NAVE PROPER PANS W/ DRAMS aTrlc axe CEILING O O EXTERIOR WALL PLENUM:;CE ETURN ON AND LIQUID SECURE STRAP TO CONC. CONDENSER AIR SUPPLY GERANT LINES 2WV (2)-3/16'X2' TAPCWIT SIMPSON WB ROLL STRAP X�OR EQUAL AIR HANDLERRIOR WALL T a6VC CONDENSATE DRAIN LINE Lo SECURE STRAP TO UNIT W/ (2) EVAP. TRAY LEEVE TO LINES BELOW SLAB4' CONCRETE SLAB'8XI V4' SHT. MTL. SCREWS REFRIGERANT LINES TO CONDENSER UNIT �ATR CONDENSING WIT so TRAP DRAM LINE AND TERMINATE DRAIN CONNECTION TO PAD MAN APRovED DRAM,PER CR 6TH EDITION (2 ) NOTE: MAIN COND. DRAM 3/4' DIA. M MECHANICAL CODE D D SECTION 30'12.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL PL. OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS RECUIRED WADE 8240-K .J08AMM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TY�P.) COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC 1 CONE. FITTING OR EXTENSION TO SOIL OR WASTE AS RBOUIRED nEXT. GROUND CLEAN -OUT (TYPN ) GARAGE F---------- 7 1 1 i �4 12X8 8' S/A j I FROM C III i� I III � ��9X9 I ji u EOYE� 'iii FT�X III III FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-C' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdesigngroup.com AA 8: 0003325 w q A g 9 0 OtTODIV. ac LOT SILVERADO LOT 26 BLK 18 PIRO"=T# 04128.002 26181 HOOEY 4EHB "2605- HAYDEN" GARAGE SlIrMG: LEFT PAGIM FIRST FLOOR MECHANICAL PLAN 50 H �------------------ HVAC PLAN SECOND FLOOR 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA 9: 0003325 d V a o i 5 sveDry ac LOT SILVERADO LOT 26 BLK 18 PROJECT* 04128.002 26181 MODEia 4EHB "2605- HAYDEN" OwRAGE swsx0: LEFT P SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. omm DPvnm 04/06/20 SCAX.E: 1/4"=1'-0" B*MET M2 2X4 TOP PLATE PRE-FAB TR188 IR' GI.G. BOARD In' DRYWALL THY' SECURE ST. - FLATE TO SLAB uY 10d MASONRY NAIL • 32' OG. MAX 0'-0' FIN. FLR 2X4 WOOD STUDS 024' O.C. Mlll=' OI YVO Im PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (�I)T YP. INT. WALL (NON— BRG. ) D1 SCALE, 3/4'.1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5U ON I}' O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL. DRIP EDGE 2x FASCIA PER I y ELEVATIONS TP. orl. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ®'-®• FK FLR /8- GYPSUM BO OR I/2' HKaH STRENGTH GLG. BOARD T SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION ------ WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU Lrl' GYP. ILL. WOOD BASE —� 5' DU. SLEEVE. 00 NOT CUT eOrb BEAM NOT CUT SOLD GROUT THE G04D YY (U- % BEAM (2) COUPW - REeAPth PIPE THROUGH BOND BEAM p SCALE. 3/4'•r-P FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON J' O.S.B. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }0'-0' FIN. FLR W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING �TYP. WALL SECTION NO OPENING NOTE: " B NO OPENING PER SECTION 905A - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (I)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'.I'-c' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 615-1 L r2il\GAS LINE THRU BLOCK p srlu. vr.r.� FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.1.1 ON a' 0.8B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS m aY W 1'-0' TYP. VY TNICK 2 COAT - AOPULA D Culma PLAOU R APFLI® DIIOCTLT TO MASGNW uv Fluoc= APPIWWAL luau. cOMMt DEAD v cru m OTRICIMAL POI[ 2M P.T. ILO ARACN® TO FLL CELL A! Fe! APPMWAL RIM wLAW . mAr4m DTI PKXAM 6 ALL AAOUO ter ooawr~j er ooelrs s GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' 2x BLOCIGNG BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIG4T PER STRUCTURAL- DETAILS PRE-ENG WD. TRUSS STRUCTURAL RAT RUN SECURED PERZJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HKeH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE— FIBERGLASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.0 ON J' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER I'-0' FASTENER SCHEDULE — MTL. DRIP EDGE 0.14. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLRj� 8' 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR d- ,. a a ' 4 r6�1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' Ll 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.eom AA B: 0003325 SURDIN. Ae Lo SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 MODEL: 4EHB 112605— HAYDEN" GARAGE 81IMG: LEFT PAGE: DETAILS 50 MPH DAATZ: 04/06/20 SCALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER 030 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RS".0 PER SECTION RWb.0 ON I}' OSJS. SHEATHING ON J' OSJS. SHEATHING OR k COX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. °ER PRE-ENG WD. ER 24' O.C. MAX. IfELEVATION 24' O,G MAX. LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT R49MATICN 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALLS FOR VALUES 2x FASCIA PER CALLS FOR VAL13=S VENTED O.H. 5/8' GYPSUM BOARD ELEVATIONS IOkL 5/S' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH 7YP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE bQ FIRE -STOP SOFFIT bQ FIRE -STOP STRUCTURAL -4J *,OX* I RENCE STRUCTURAL -4J IN &A- � I Q w w W. WINDOW ATTACHMENT w m AS PER E MANUFACTURES . SPECIFICATIONS RENGE STg1C1URAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED a 3/4' T i G SUBPLOOR AS PER NAILING V2' THICK, 2 COAT g GLUED AND NAILED 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT AS PER NAILING PORTLAND CEMENT PLASTER APPLIED W.,SCHEDVI..E PLASTER APPLIED T � DIRECTLY TO w DIRECTLY TO w MASONRY m R MASONRY m M R DQ FIRE -STOP LEVATION DQ FIRE -STOP LEYATION SEE STRUCTURAL =JPER SEE STRUCTURAL 4,PER IfELEVATION TELEVATION 5/S' GYPI5U 1 BOARD 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 112' HIGH STRENGTH BOARD CLG. BOARD ER -IrELEVATION IX2 FIRE -STOP DO FIRE -STOP R-4.1INSUL. R-4.I INSUL. w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' T141M 2 COAT PORTLAND CB'ENT PORTLAND CEMETPT PLASTER APPLIED bQ P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' Or— DIRECTLY TO STRIPS • 24' OZ. MASONRY S' cm MASONRY 9' Cr'A1 1/2' GYP. ILL. BD. IQ' GYP. WL. BD. WOOD BASE WOOD BASE DO FIRE -STOP DO FIRE -STOP a '�qpE E o a 4: n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 1441 N. RONALD REAGAN 8LVD LONGWOOD, FL32780 PH: 407-774.6078 FAX 407-774-4078 wwwabdesign8roup oom AA C. 0003325 h A d� s M q slu]31DM Jk LOT: SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 MODEL' 4EHB "2605— HAYDEN" GARAGE 31WWO: LEFT 1 PAGE: DETAILS 50 MPH EXP SCALE: D� 1/4^=1'-0" SKEET A -VOLTS 4' E'IVEDI'EW MN , EVB@LY FROM FLOOR TO B SECURE 2.4 CN FLAT TO BLK IIV CUT HAILS. SIDES: 2X6 GARAGE DOOR BUCK UV (5) ® AW' A -BOLTS 4' E BEDMBiT MN. W/ 2W-4 W48LER AND NIT SPACED EVID&Y FRQ'I FLOOR TO C 4RAOE DOOR NOR N JOKM MWOR TO FILLWO 1-2X& PT BLOCK • CENTER OF 6 DOOR FEADER aV(0UU')m' J-BOLTS 4' B NINIMN ENT W 27Q-W WASHER AND NIT. I'•_-iw"6_ GARAGE DOOR [BUCK ATTACHMENT 3 tcaa. w•.r� cm DRYWALL 4' OR Ma' P.T. NAILER ElSECURE TW FfU FRAME t EXTEND IY4 INTO BLOCK ❑ 0V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END t V O.G. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 A SCALE: KTA. 2X4:m SECURE TO BLOCK UV TAPCONB OR (MIN. SHARK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHM 8' OF EACH END t 18' O.C. MAX SPACING. 2X6,met SECURE TO BLOCK WR-%' TAPCONS(MR,L SHANK SIZE 145 MIN. HEAD SIZE 300 MR EMBEDMENT I V) WITHIN 8' OF EACH END t V CM IS' O.C. MAX SPACING. A' DRYWALL 2X8,m ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK, W/2-%. CASING TAPCONS (MIN. SHANK SIZE .1, MIN. HEAD SIZE 300 4 DOOR JAMB OR WNDOW MIN. EMBEDMENT I Yi) TTAC 4 TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 18' OJr. MAX SPACING. 2X4= SECURE TO BLOCK W/ V&' TAPCONS IMM. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED TWROUGSH SECURE TO BLOCK W/246'NON-STRUCTURAL V.: TAPCONS TAPCON MIN. IY4• (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 1Yi) •DRYWALL WITHIN 8' OF EACH END t 18. Or- MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8=w SECURE TO BLOCK W/2-i(t' 7(r' OAJS. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C_ MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-IS IB" C 1RNDOlf TO HLOCK +1-15/ 8' SCALE: N.T.S. 2X4.-m SECURE TO BLOCK W/ 94' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X W3' OTC. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK WQ-%, NON-STRUCTURAL V TAPCONS TAPCON MR I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. I:Nm WITHIN 8. OF EACH END t Ji• DRYWALL 2 O.C. MAX SPACRJCs. Xbow ❑ VX4' OR 1'X2' P.T. NAILER SECURE TO BLOCK Ilir!-)Nr' CASING TAPCONS (MIN. SHANK SIZE .145 MR1 HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. IS.O:C. MAX SPACING NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2' DOOR JAMB TO BLOCK +2 �� 4' RD=W TO BLOCK +1-1 ' /-nl WINDOW TO BLACK +2 1/4' )' SCALE: KTA. " SCALE: KTA. 2X4= SECURE TO BLOCK W/ a%' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN B' EACH END t NOTE: STRUCTURAL 2X 18' O.O. MAX &'AGRJG. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WQ-j(r•NON-STRUCTURAL V TAPS TAPC40N MIN. I Y4 (MIN. SHANK SIZE J45 EJ"�EDMENT INTO BLOCK MIN. HEAD SIZE 300 ' cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIIN 8' OF EACH END t X4. OR PX2' P.T. NAILER 18' Or- MAX SPACING. 2XScm ❑ BLOCK TO BLOCW/2-%' TAPO" DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3' 11DiD0T TO BLOCK +3' k,E'JSCALE, N.T.S. 2X4s SECURE TO BLOCK UV TAPCONS (MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IB' O:C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL �fr' TAPCON"fflL SHANK SIZE TAPCON MR IY4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' cm VOF EACH END t JS• DRYWALL NG. IS' OZ. MAX SPACI❑ 2X8,m I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK 02-%' 2ND 2X SECURE TO TAPOC*N (MIN. SHANK ATTACH TRUCTURAL MEMBER J45 /l2)12d WITHM 8' OF EACH MIN. HEAD SIZE 300ND t 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y49OOR CASING WITHIN W OF EACH ENDOOR JAMB OR WINDOW ID'Or- MAX SPACNG. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3' 1101DOR TO LACK +3' ' SCALE: KTA. 2X4m SECURE TO BLOCK IlW TAPCONB(MM. SWANK SIZE 145 MR HEAD SIZE 300 MR EMBEDMENT 1 Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END • MUST BE ON OUTSIDE t W OL. MAX SPACING SECURED THROUGH 2X6m NON-STRUCTURAL )U(i SECURE TO BLOCK WA-1/4' TAPCON MIN. I Y4 TAPCONS(MK SWANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300' Cm MIN. EMBEDMENT 1 Y4) . DRYWALL WITHIN 8. OF EACH END t 18' O.C. MAX SPACING. 'X4' OR V)0' P.T. NAILER 2XBcw 11 SECURE TO BLOCK WA-1/4' Y&* OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACNG. MANUFACTURES DETAILS. Itl,p NI Y,mDp TO I,tRO.W' (W NDr �Cm)i•) DOOR JAMB TO BLACK 11DEMW TO BLACK G SCALE: KTA. 2X4s SECURE TO BLOCK UWW4 TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE- STRUCTURAL 2X WITHIN V• OF EACH END t 18' O.C. MAX SPACING. MST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK wA-V4' NON-STRUCTURAL ti(i' TAPS TAPCON MN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I49IM-�"ANUFACTURES UATHIN 8' OF EACH END DR WALL W3. O.C. MAX SPACING.4' OR VX2' P.T. NAILER 2Xb:mSECURE TO BLOCK WAP.T. X 4' MIN.TAPCONSOOR CASNG (MIN. 8HAW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTAC 4 TO 2X PER IS' OC. MAX SPACING. DETAILS. NOTE: 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4' iv1 TF TO BLOCK +3 3/4' i` SCALE, N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA A: 0003325 N aAa O y lay 4 sumErv. Ae LOT SILVERADO LOT 26 BLK 18 1pRom=T# 04128.002 26181 LKODEL: 4EHB "2605— HAYDEN" CALR011,0E BVFMa: LEFT PAGE: DETAILS 50 MPH EXP. DATE. 04/06/20 SCALE: 1/4"=1'-0" SHEET D3 OtRILD tewo•rcw O zcwne[ n.• .A KICKOUT DETAIL e O IM. Fo�o wwto . O I.OLO t114O . rT. A WOOD SHEATHINGS OR GMU z aAet.rt.• z�'m-�"° .' WRB LAYER h, z CAM - In. ° STUCCO WRAP (FRAME ONLY) A R.c OVER ♦t. e TLL FT.O Tomom /. ® no?%"PL M THICK, 3 COAT CEMENT ' PLASTERCFRV2' 2 GOAT LEGEND CEMENT PLASTERTER (CM)CC) METAL LATH (FRAME ONLY) r ® ® LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB . Try ROOFNIALL SCREED "Tom ran LAYER #I, STUCCO WRAP) IKAL ROD, ca tm=. j. Twm, c"T CST ? VNS''L' TYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER — —------ — r"Aanmo "Aw vc"T F GALV. METAL FLASHING cOWrLA&. CCaW (NAIL TO ROOF DECK, NOT BUILDING PAPER) UM LAYER 7, FORnFlGB¢ F WALL SHEATHING) SULLDIa TAPER~uo w METAL LATH uRe LAYER 9 GAP SHINGLE - OF NOT NAIL, X—X—X—X Stu LAY06 OUZO orLn INSTALL WITH ROOF CEMENT OVI uAL a► ANM stop p oee walo RJpOR ITa� �a. OLT)«� STUCCO o c�ou ROOF CEMENT %— ROOF PER ELEVATIONS WOOD SHEATHING R SELF-ADHESIVE FLASHING NOTE, METAL LATH: LATH TO BE PER SECTION �* IoL°R2°'i2Qv R-1031.1 / A5TM C-54-1-0S, MIN. 2.5 L55. a.e ROO.w 'R" O. ROOF . ,,,,�,,.,,,,. T PER SQ. YARD (UTILITY OR NOMINAL maim YrO"L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 wwwabdesigngTOeP.cDm AA S: 0003325 q M 9t 3 gIk h C SvsDIV. ae LOT: SILVERADO LOT 26 BLK 18 PROJECT/! 04128.002 26181 MODSM4 4EHB "2605— HAYDEN GARAGE BVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 450 MPH EXP. PR No r w�04/08/20 cALE: 1/4"=1'-0" HEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) II � � SEALANT • ���nv� TOP t SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F_ — — — —� PIPE THROUGH — — WALL 1 b' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' �A VENT PENETRATION SCALE: N.TS. ELEC. METEI VERIFY LC STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD k 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-POLYBLEND FOAM " "I c ­ 7R 51MILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 44, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAt EDGE APPLY E-Z BEAE OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 UIR6 LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER *I S' STEP *2 APPLY bm MIN GRADE 'D' FELT OVER SELF-ADHIN ERG 0 FLASHING OVER APROVED HOUSEWRAP WRB LAYER 41, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP *3 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) 2 e, &—METAL LATH .a STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774.4078 wwwAbdosigngroup.com AA #: 0003326 J 1 ni m W � g Y q C C y g�p+9 evsDIV. ae IAT SILVERADO LOT 26 BLK 18 PEROJECT# 04128.002 26181 IMODE11. 4EHB "2605-HAYDEN" GARAGE 8VfMQ: LEFT PAGE: WALL ASSEMBLY DETAILS lt�50 MPH EXP. LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO IYE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING3 0 1' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY t/ � u1CORNER BEAD � BLOCK 1 "YL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 Pit407-774-6078 FAX- 407-774.4078 wwwabdesigngroup.com AA is 0003325 h a K d !V Q ti m O aysDiv ae Loan SILVERADO LOT 26 BLK 18 PROJECTp 04128.002 26181 AW DELc 4EHB "2605— HAYDEN" aARAGE s7RNG: LEFT PAGE: WALL ASSEMBLY DETAILS IL�50 MPH EXP. t D TE 04/06/20 SCALE: 1/4"=1'-0" SHEET WA3 .10 BEYOND TI�TION uom SIEATww. SEATHER PQMSTIVE 6ARRER 9 F SSTIVEISAPORIER N.• x t � aCnrs �r F-ADWEGELFRSYa FLASH RING PLASH -`� `\ i p SEATWER eTIVE eralrrele erRlr / ` �\ UNATHER F&SISTIVE BAPI � `\ R/ i' 8EV ADNERINCi 1191!� OR I \ i FLnewrr: \ GALw PETAL uALw PETAL I T FLASWWA .Z. R40NMT DO NOT cAliK OR I y x e ATM aeeL / Y.' X T SIMULATED WPOD 1 SI h!I'T ER \� / OR APPROVED SEALANT SIDING TO STUCCO BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-05, MIN. 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING i"I N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 X FA407-7744078 wwwzbdesigngroup.eom AA B: 0003325 Y94 N QXQ a K 3 a o a 0 aysa:v k TAT SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 HODEIs 4EHB "2605-HAYDEN" GARAGE B1RNG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE !P\ I\ 1/8' TEXTURED i \ FINISH a WOOD i \\ 1/2' TEXTURED \ FINISH R CMU \ METAL FASCIA \\ WRAP 1'a' FROM \ STUCCO, I' FROM \\ WOOD WALL \ V \ EXTERIOR WALL \ \ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®PLAN A 1/8' TExr1aRD FINISH • wom, Vt' TEXTURED . . FINISH • Ctiu x METAL LATH x x x x x x x x METAL FASCIA UPAP WOOD SHF-AT14NG x x x x x x OR C u WRS LAYER 7, R SO WRAP C,LY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x EIUILPW3 PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUB RAMC RDOFIMCs Q=MENT x x x x x X x x X x x J x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL aac our x x x x x x x x x x x x x (REFERENCE POINT ©p }� I L �N 1..� ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) DVS' TEXTURED FINISH w WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-EWs'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/I5*x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL 3• x x x x �.... x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHINCs, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHINCs FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHINCs, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wlt5'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PR 407-774807E FAX 407-7744078 wwwAbdesigngroup.eom AA N: 0003326 la.. Q 4 o h IstmDIV. !s LAT SILVERADO LOT 26 BLK 18 PROJECT* 04128.002 26181 HODEta 4EHB "2605—HAYDEN" GARAGE 81IING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. DATE: 04/06/20 SCALE: 1/4"=1'-0" SHEET WA6 TE-i I I BD I m 4" CONC. Fw- 3 I SLAB a I 1 C I. ----------� F'--4-"---- ---1— —FM-1618 1 2I " 1514" 11'-0" 101-V I ( I m 4 x m 0 m ml LL TOP OF SLAB I U cU I �° T-5" I 20'4" • I 1'— CW-12x12 „ 8 1.1 ---z�� 1 $o 1 b F-2 x24 11 ro n _ CVWG12xi2_ O iio m LL 0 In 11� b wil xu 8O L) LLI 8N 3'-0.' C SE UPT02NDFLOOR u� I I (FIELD VERIFY I 8 'hw b� w EXACT LOCATION) T-W I 'i?rN W O 1.1 I e I I 1 o'-0" TOP OF SLAB I I m #3 TRANSFER STEEL—,,,.4 O 24" O.C. MAX 2 INo,V Im 0'-0" Fl� FIN. CONC. SLAB m I XI I Is m _FMA6x18 _ J 4 4 m . 7.6" 9-8" L PM-16xi6 v J § x — — — — — _ 4 Im b iv LL - _FM-12x,8 J a iv — _ v 29-4" 1. 1 6'.8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 10'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-W-O-, SEE SURVEY PLOT FOR NGVD. 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. tt.EIINDICATED #5 BAR, EIINDICATES #6 BAR,RNDICATES #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 BEEN DELETED UNLESS NOTED OTHERWISE. 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 A.C.I. 530.13/ASCE 5-13. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR V WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6k6 W1--1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-12X18 12, CONTINUOUS 18" - (2)Ws FM-16k18 16, CONTINUOUS Wl - s FM-20x18 20' CONTINUOUS 1&1 - s FMC46x18 16" CONTINUOUS 16" - (2) s VARIES CW-1202 12 SEE PLAN 12' - (2) 's - * ^-0•• CWC-12K12 12, SEE PLAN 12" - (2) - VARIES F-2024 24" 24" 1T s s +0'-0'• TE-1 9- 1 SEE PLAN 8" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-774 4078 wwwabdesigngroup.com L AA #: 0003325 L' s C b 9 SVSDIV. de LOT SILVERADO LOT 26 BLK 18 PRon=T# 04128.002 26181 HODEL 4EHB "2605-HAYDEN" GARAGE SUING: LEFT 1 PAGE: FOUNDATION PLAN 50 MPH EXP. Ill iA r-PRDFT 04/06/20 SCALE: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED rr • CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 1 11 ° e. •' (L SPACING REQUIREMENTS rC ¢ ro U j P �v GARAGE DOOR W W ... 'n RECESS _1 v� FM g� IL Z B' CMU WALL O 8" CMU WALL I r . f CORNER BARS, SAME SIZE AS BAR W W 9' O iO #, eS 6 Z o I IN FOUNDATION WITH 3a' LEG EACH d = W t� �a-0• TOP OF SLAB TOP OF SLAB ,. WAY AT ALL CHANGES IN DIRECTIONS I � �• � � > � SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ?k CURB FOR EXT. PORCH S•' VON SEE SLAB SCHEDULE CHAMFER (1STORY) BAR SIZE 48 BAR DtA 18' EXT. PORCH SLABb°W/ _VARIES SEE SLAB SCHEDULE TOP OF GARAGE IL I� _LL '' o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �/� f MASONRY UNITS SET AT ELEV: 12" ISOLATI " CHAMFER (2STORY) W/ UTISOLATION •APPLICABLE)E #4 24 SCHEDULE #5 34Y JOINT (WHERE APPLICABLE) 6:CHAMFER (2STORY)6JOINT(WHERE1-01 •: j E SCHEDULE Z d. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE„ FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO 47• r-,'N\EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:34"_''� 2 @ GARAGE 5OA1� 3'"= - %� CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4 =1•-a• LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q a I PLANS SINGLE S to NEW REINF. BAR BPLAOTE TO BE PT O 4. SECURED W/ 2- PART PROVIDE DBL TOP PLATE SECURE ST. PLATE TO 2•' CAPPED a g EPDXY. MIN. EMBED SLAB W - MASONRY GALVANIZED PIPE -� Q W, UNO STAGGERED. WIFLANGE ®BASE Q p FOLLOW ALL MANE.METAL ADDITIONAL Q I SPECIFICATIONS FOR a0 USE AND CONNECTORS NOT REQUIRE D WHEN NO o PREPARATION OF UPLIFT IS PRESENT.Z HOLE. W SEE SLAB SCHEDULE SECURE FLANGE TO w Q SLAB W/(4)111V X 21/4' p._p. TAPCONS �QQ- TOP OF SLAB —d-� 4" CHAMFER(1STORY) 6" CHAMFER (2-STORY) - EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 5 6 6DALE:&4'•=,'-0" (NO UPLIFT) 6QALE.3/4•_,-0'• SCALE: 3�4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2X4 OR 26 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/tOd MASONRY NAIL 0 SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL t a�a m U CONNECTORS NOT °� 3 REQUIRED WHEN NO m (1)IL Z_ 6' CMU WALL UPLIFT IS PRESENT. LINTEL CONT. (TYP.) b g' CMU FILLED CELL (TYP.) •_�~y TOP OF SLAB 4 TOP OF SLAB SEE SLAB SCHEDULE 2X WALLFRAMING TOP OF SLAB -d• 1POURED 12" DIA SIMPSON ST82 BOLTS S' MINIMUM EMBEDMENT INTO GROUTED CELL, 4•• FROM ENDS AND EXT. PORCH SLAB (jam—T�� ` " - SEE SLAB SCHEDULE ^ 4"CHAMFER(1STORY) Z W da f > d O a d W/ 1/7 ISOLATION S' CHAMFER (2-STORY) U • 16' O.C. VERTICALLY MAX JOINT (WHERE ♦ a— d♦ 8 APPLICABLE) Z MATCH STEEL P971 SEE SCHEDULE 6" PVC CHASE 'f REINFORCEMENT PER SCHEDULE 6" PVC CHASE THRU FOOTING FOR WXD,BAR SIZETHRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE (DLINT�ERIOR ALE:3/4"=1'-a' (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING 11 SCALE: 3/4'�t'-0 SCALE: 3/4'=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774 4078 www.abdesigngrouP.eom AA C. 0003325 R h O M 666 q Q till I 2 SVHDIV. ae LOT: SILVERADO LOT 26 BLK 18 PROJECT* 04128.002 26181 MODEL& 4EHB "2605-HAYDEN" GARAGE 81IING: LEFT PAGE: DETAILS 50 MPH DATE:* 04/06/20 SCALE 1/4"=1'—O" SHEET 1111,. S1.IA FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com L AA S: 0003325 b s ml J s 0 0 i SXMDTV. do LOT SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 MOD=, 4EHB "2605- HAYDEN" GARAGE B'WUWG: LEFT 1 PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP DARTS 04/08/20 sOAum 1/4"=1'-0" 811m= S1.2 TIE VERTICAL REBAR TO HORIZATIONAL I BAR Wf I__ ' GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ GROUTED BOND BEAM Z — VARIES PER ELEV. 4. 5 3 I. .4 Ir 0 K #5 BARS co FEI 1d'HOOK 4 —�< o_ —� • _a*..-. ..e� b CLEAN OUT REQUIRED a Q Q FOR INSPECTION 4' 0] �IX p 0'-0' FIN. FLR. _ O < TIE TICAL REBARTO ��; ❑ O REBAR /1X HL - REBAR W/ 1 d' HOOK BAR SIZE 48 BAR DIA Z X W O #3 1&, CMU UNIT DIMENSIONS dp ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR#3SIZE 48BAg DIA HORIZONTAL/VERTICAL #6 11' #T 42" HORIZONTAL/VERTICAL METHOD #4 24" «5 3d • O MASONRY SYMBOLS 3 SCALE: 3/4"=11 REINFORCING REINFORCING 16 n #7 47' SCALE: 3/4"=1'-0" L SCALE: 3/4"=1'-0" W W O U O a NEW REINF. BAR w /n IL a SECURED Wf 2- PART I EPDXY. MIN. EMBED J LINO _ Q FOLLOW ALL MANF. In O SPECIFICATIONS FOR = a, F- m USE AND PREPARATION OF Z W HOLE. .4 4 . STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" L"l N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-8078 FAX 407-7744078 www.abdeelgngroup.com AA is 0003326 y d Q O F an E 0 OU13DM ae LOT: SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 1LODEL 4EHB "2605—HAYDEN" GARAGE BTIMM LEFT PAGE: DETAILS 50 MPH EXP. DATE*- 04/06/20 SCALE: 1/4"=1'-0" sI;EET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HI OA OR LGT2 W/ I Od x 1 V2" 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 NTH 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WWDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESC�P n. REMARK 1Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF SEAM/ B.O.L. = BOTTOM OF LINTEL / T.0.0. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (0 rc �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 8xl6 (1)#5 (1)05 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 0)#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS B" PRECAST & PRESTRESSED U-LINTELS 4—c-S911 SAFE LOAD- POUNDS PER LINEAR FOOT �oM SAFE LOAD PLF TYPE BUM �® W120 W"O fm 4P34.0 �® �m TYPE _._ _" LENGTH 3'4' KM PRECAST 2231 4'4' (487 PRECAST 1906 R4' (M') PRECAST ISIS F-C (84-) PRECAST 1217 5-11Y (70) PRECAST 1062 " (M PRECAST 90B r4' On PRECAST 743 VW (112') PRECAST 554 104' (12r) PRECAST 475 11.4' (139') PRECAST 302 12-V (144-) PRECAST 337 ISW (16n PRECAST 20 14'4' (19n PRECAST 219 W4" (171n PRESTRESSED N.R. 184" (1M.) PRE RR 1rW ROBS PREFIRESSED NR 19W Mn PRESIRESS D N.R 21'-' Mn PRtSIISM NA 2r4' PM PNFffrRES FD N.R. 24'4' (YBB') All om0000v oomo®om 000000v O�m000 om0000v 0�00�00 000Qr*!i^ ms�aov©ov mm0000v mm000mo mm000cJr_+c�! o�00000 Om1111=000l =Q_ 000000v 000moov �000m000 000©000 moomomo oomm©©o D�Om�©0 �00�000 "m=1"K=m0m=z0 0000000 000moom ©000000 "KM""m 0 RR in I m 1 4w f 041 - M1 I I= I- an (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM *SAFE LOAD TABLES' BY CASTCRETE ANY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE PETALLED PER MANUFACTURES SPECIFICATIONS SW (42') PRECAST 10251 1041 1698 04' (W) PRECAST 785 783 1300 4'4' (M') PRECAST 592 581 10?3 5'-C (64-) PRECAST 411 411 745 5-40' (N') PRECAST 340 330 610 84' (78') PRECAST 507 721 400 r4' M PRECAST 424 534 363 S-C (11r) PRECAST 32B 512 230 1Pd Mn PRECAST 284 401 180 ll'-C (138) PRECAST M 452 154 lr4' (1") PRECAST 2" 402 137 184' (iWj PRECAST 217 324 110 14.4' (HIS) PRECAST 2M 293 100 W4' (178') PREFIRMS) N.R. 254 81 16W (164') PREffIREftW N.R. 250 83 lr"P PM PRE N.R. 194 84 194' Mn PREffTFES M N.R. 14B 62 21W Mn PRE$ME8SW NA 125 42 22-W 12M') PRt NA 116 40 24-0' (288') PRESRB'=98® N.R 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD- POUNDS PER LINEAR FOOT ��0000000 ��000m000 mOmm©DO _ 00000mo Om00© ommoomm - ©m®0000 00®Om�m mcr_ Q!caEz-�!m�! mo-Er_!1E7-crZZ3' IWZr ®MQIQ"QI11=Q=11= "NEIR 0 !'1cr_ cr_ - OKE1T0E0m NM3 W3 NMm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCE BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE M1NMJM C OF BEARING PAST EACH SIDE OF NBNDOW OPENING! PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE 4t 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 0 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdes(grompemR AA #: 0003325 � h a1 ci 44 Q 2 Y�Y S I O tad 9 h StmDrv. 4 L01� SILVERADO LOT 26 BLK 18 P1iOJECT4/ 04128.002 26181 MODEM.: 4EHB "2605-HAYDEN" GARAGE 811tNG: LEFT 1PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 50APH EXP. rpD = 04/06/20 acALM- 1/4"=1'-0" a*=1'1' s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK W' TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3l4"=1'-0" OPEN FACE SHELL $O AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION A5 BAR BENT ASSHOWN #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. 0el.�a 19 F = FILLED W/GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE UNTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1S' DEEP. DTH #OF CS IN E BOND BEAM COURSE ��16-1T/ °\�00 w 17#— B ,5!4 OMINAL�� g.Q� HEIGHT #OF#VS,TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MOB INDICATES A DOUBLE BOND BEAM 13'S, BOTTOM AND XFXX- 1TAL4W INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - ITIIMOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1T/OMOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .3144" a WINDOW Z SILL SLOPE TYPICAL MASONRY WINDOW A1 SILL CONSTRUCTION SCALE: 1112' 1'4P TYR BOND BE OND BEAM #5 TY, B" , 7p BOND BEAM 8X16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF WI(1)#6 BAR .`: BOND BEAM 40 GROUT SCUD FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-T BEAM DESIGNATION OR 8x8 PRECAST CONCRETE SCALE: 3M"=1'-0" LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS dE 4410 SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF S. FILLED CELL BOND. BEAM E PROVIDE #5 BAR AT EACH SIDEOF STEEL REINF. OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM T SCALE: 3/4"=1'-0" WOODBECRON FA81BBt8PACM d. =T MIN, 2 }' MAX =2 tMIN, 9'MAX (q 2M 4 =1 }"MIN, 2 }' MAX N t'MIN, 2} MAX d. =2' MIN, 2 }" MAX 4 = 2 }" MIN, 9" MAX (2)W =1 k• MIN, 2 J" MAX e.=}'MIN, 27JJ'MAX d. --r MIN, 2 }" MAX s. = 2 t' MIN, 9" MAX Mae 4=1 }"MIN, 2 e MAX e._}'MIN,2} MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACEM NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW 5 = SPACING BETWEEN ROWS OF FASTENERS e. = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroupcom AA #: 0003325 V q a h O i ® s SvsDIV as LOT: SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 MODEL' 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. BP DAA E: 04/08/20 SCALE: 1/4"=V-0" SHEET s�.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WN (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 V2" 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (W). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND 80TTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL NTH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SUE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3X"x5X') SYP. HTT4 WFdW DIA x S' S/S31A PT., WOOD POST EXP. BOLT r--------1 FIRE I Gho� 1 314" SUB FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. M- ELEV. STOP FLR. TRUSS VIEW PRE-ENG. FLR. JOISTS �I I 314" PLYWOOD----4 DRAFT STOP PRE-ENG. FLR. JOISTS INI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" OWT R TO CMU WALL W/ ION LGUM20-2-SDS W/ (6) 3/8' x 4" HD ANCHOR AND (6) IW x 2 U2" CREWS TO GIRDER Ii N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdoWgngroup.com AA 8: 0003325 Y M 5 y rN axm3m. a. Lor SILVERADO LOT 26 BLK 18 PROJSCTp 04128.002 26181 MODEL• 4EHB "2605— HAYDEN" GARAGE 31WMG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH EXP. DATE: 04/06/20 aCALE: 1/4"=1'-0" aimm S3 (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d. 1 k' NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 } NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 1Gd GALV. COMMON NAILS 17. or MASONRY BONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x V, 6'. 6' x 4'0MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" On TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" On, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT - U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 a 1 b 1 c TYPICAL TRUSS/ CAI F �4 `ice GIRDER CONNECTOR(S) ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 13" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPUFT CONNECTOR 1x2, 2x WOOD FASCV\ SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 112 SECURED W/ 10d MASONRY BOND GALV COMMON NAILS BEAM 12" 0/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x 4", 6", 8" x V4Y' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' On TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS, A-(1) SIMPSON LGT3SDS25 GIRDER TIEDOWN WITH (4) J' x 5' TITEN HD TO CMU AND (12) BOB J" x 2 �' TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2);" x 5' TITEN HO TO CMU AND (18) SDS }' x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2),? x STITEN HD TO CMU AND (18) SDS J' x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED 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 = SOBS LBS (2 PLY MIN.) TYPICAL ROOF ' `b `c GIRDER CONNECTOR(S)"LE:34-''-0 # 1100 UPLIFT SIMPSON - FITSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=,'-0" (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN 34' T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 E0. TRUSSES WHERE SCREWED AS PER SCHEDULE - TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ tOdz12 HOG NAILS SEAMS) 0'-0" TO 3a4" (1)'7C' BRACE EACH END. TOTAL OF 10 3a-1" TO 6a-0 3 '1C" BRACE O SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/d' DIA FLOOR ANCHOR BOLT W/7' GIRDER F2ROM CEACE NTER TODIVIDEDEQUALLY WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS P.T. PLATE W/ 12d's 6' STIFFBACK PER O.C. MAX ST GYPSUM BOARD OR 1Y7' HIGH SS TRUSS ENG) CONT 2x4 SECURED W/ STRENGTH CLG. BOARD TRUSS EACH T R 1O SECURE TRUSS TO TOP PLATE W/ (2) T BE TINSS TALLED 16d TOENAILS 1a-a' o.c. MAX. DOUBLE TOP PLATE HTT4 W/ 5M' A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18) 16d x SEE SCHEDULE FOR 2x40R 2x6 WOOD BEARING 2-12 NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SR DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1Q" GYP. WL BD. 4- ��� BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS 6GALE 8/4"=,'-0• ��GIRDER/WOOD POST CONNECTIONS FLOOR CONNECTION @ L.B.W. :34"=1'-0" (NO UPLIFT) DEPTH IM*D —HOLE EDGE >5/6' —HOLE DIAMETER 2/5•D SGL. STUD OUTER 113 OF SPAN ONLY EDGE>5e' C - SIMPSONHGUS28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 314' WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FUN 7232 BTM. HOLE DIAMETER D - SIMPSONHGUS28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4W' WEDGE-BOLT/J-BOLT, 5' MIN. PLATE < 3/5°D DBL. STUD EMBED (36)16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 E - SIMPSONHGUS283 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4W' WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 WOOD LEDGER STUD NOTCHING ,ATTACHMENT DETAIL %1 AND BORING LIMITS SCALE:3W=''-0' O SCALE: 1 1/I'=1'-0" 6 EDGE CENTRAL 27MAX W/ WEDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE hIRU R R HEDU SCHEDULE SEE FRAMING PLAN TYP TYP P BAD �R • • • • • • • • • SPDCE OF (OR END • • • • LEDGER BD.) 7 =E SCHEDULE FOR SEE LEDGER W EDGE L D2XIO BOAP RD'ro BE X.T SIZE 512" SCHEDULE USEDWITHO.WT. N. EMBED.(TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 6' AFRONTALL AROUND BOLT. 2. END OF FRONT AND REAR ZLEDGER SHOULD LAP A MIN OF 4'-0'. (2)2X703. ALL BOLTS TO HAVE SYP PT WASHERS z °D4. EXP. BOLTS/J-BOLTS(2)2X8 SHOULD NOT BE ANY SYPPTLOSER THAN W0/C. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE IBOLTSIZE END CBIITNL8PACNG A DOUBLE 2x8 12" 8" 16' On E DOUBLE 2x10 (2) 3/4" 8" 27O/C WOOD LEDGER DETAIL 1 V SCALE: 3W4 T-9' 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 H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' b N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #- 0003325 d s V lz uu Q FiTiTij SVHDIV. a LOT SILVERADO LOT 26 BLK 18 PROJECT* 04128.002 26181 MODEL. 4EHB "2605-HAYDEN" GARAGE awsxa: LEFT P/WE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. r ATA:04/06/20 CALE1/4"=1°-0"H8:E1' S3.1A FLOOR DECK 2x6 PT TERMINATION 2X4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16"' x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING � SCALE: 3/4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3' O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. M8 WOOD SCREWS STAGGERED UPPER PLY INTO 2x6 x 7' LONG @ 3' O.C.; BELOW STAGGERED OFF CENTERLINE OFF 2.6, 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1-, EXP. BOLT NI 8' CMU WALL AT ,6" O.C. AND 8' FROM REINF PER PLAN END W/ MIN S1/Y' EMBED. PER ELEVATION FLOOR DEC I'i &4" LL ;F� NPATTERNNNAf3 -x111iF�`^ 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @17'O.C. REPAIR DETAIL IF 1X2F'RE-STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL ~ TO EXTERIOR WALL 5 SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMM EACH END FLOOR TRUSS OR PLATE STRAPS W/ 10d x i GIRDER TRUSS 12" HDG NAILS WALL / FLOOR FRAMING, T0RUSS PARALLEL TO WALL 2 SCALE: 31,V=1•-0" SECURE 2x6 PT. PLATE TO BLK- W/ 1R" DIA. ANCHOR BOLT W/ r WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's W O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BLWNG BETWEEN TRUSSES W/ 10d 0 3. O.C. 1ST PLY INTO LEDGER AND 10d 0 3. O.C. STAGGERED UPPER PLY INTO 2x6 BELOW V. CMU WALL— REINF PER PLAN O NI #8 WOOD SCREWS (k = xrLONG@3'O.C.; lyllll STAGGERED OFF CENTERLINE OFF 2x6; NI 3/,V AS SHOWN SIMPSON A23 EA. TRUSS WLLNIG—�IMIPAAT'IERN 2x4 P.T. CEILING HIM `—PRE-ENGINEERED WOOD NAILER WI FLOOR TRUSSES (SEE MASONRY NAILS L 2X10 LEDGER FRAMING PLAN) �,rO.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES BEARING EXTERIOR WALL 3ON SCALE: 3/4"=,•-0" TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSSPLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d•s 0 EACH TRUSS TO BE INSTALLED 01014" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED NI ASSHOWN Nj DBL 2X8 LEDGER j111NN1 TO CMU W/ 12" EXP. SOLT W CMU WALL AT 16" O.C. AND W FROM NI REINF PIER END W/ MIN S12' EMBED. FLOOR DECK PER ELEVATION r 4" : 0 3 g$ O NALM PATTERN U= 1 1' —PRE-ENGINEERED WOOD 24" M 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS a 17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL EXTERIOR WALL DTO SCALE: 3/,V=V-0• 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 wwwabdesi8e8Toup.emn AA M: 0003325 W sr gQ "�fi 4 a � G M D I J aysDM ae W SILVERADO LOT 26 BLK 18 PROJECT111 04128.002 26181 MODEU 4EHB "2605-HAYDEN" GARAGE 811MG: LEFT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH KXP.ABJ SCALE: 1/4"=1'-0" SHEET s3.1B VTCR SPACING (1) AT EACH END VTCR AND 6-0" O.C. MAX. \ 41Mdyd c SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. A 1441 N. RONALD REAGAN Bl LONGWOOD, FL 327W PH: 407-774b078 FAX 407-7744078 www.abdesigngroup.com AA /: 0003326 z5 h 3 p J S rp 4 s ummlV. ac LOT: SILVERADO LOT 26 BLK 18 PBOJECTO 04128.002 26181 MOD= 4EHB "2605-HAYDEN" GARAGE af/WG: LEFT PAGE: DETAILS 50 MPH hZj SECOND FLOOR DECK PLAN SCALE: 1/4" = 1' 0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-7746078 FAX 407-7744078 www.abdesigngroupcom L AA 8: 0003325 a� i q s wCZ F 8 ti aysDiv S. LOT SILVERADO LOT 26 BLK 18 PROJMCT# 04128.002 26181 aMODEM 4EHB "2605—HAYDEN" GARAGE almJG: LEFT PAGE: SECOND FLOOR DECK PLAN 50 MPH EXP. ItINT DA 04/06/20 acAmm 1/4"=1'-0" B*MZT S4 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744S078 FAX 407-7744078 wwwAbdosigngroup.com L AA is OD03325 q O Y p '5. 5 d Q yq s4 i sulwiv. de LOT SILVERADO LOT 26 BLK 18 [pnoizcTo 04128.002 26181 MODIU: 4EHB "2605-HAYDEN" GAIVA IC SIWMG: LEFT I PAGEECOND FLOOR DOWEL PLAN 50 MPH EXP. SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-G" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W (8) 10d x 1 i@" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 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 PSSW, .177'"x 2 7/8" LONG, WTH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DSaE ESCIRIIPTKM REMARK Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rel) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#S (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST 8 PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR S" PRECAST 8 PRESTRESSED U-LINTELS �RwP45wB SAFE LOAD - POUNDS PER LINEAR FOOT SAFPLF *� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH MA wsaa swage sF,sas sema2 ePa4 oe 4 is24e TYPE LENGTH 5118 BPo RCARI TYPE LENGTH wn wear 6F,24T w,2ar sls•Tr stsar as1u1T soar 6Fe IT wms a 6,2ltr wear 6FTQYtT 6Fasar 3'd (4Z7 PRECAST 2Yd1 7- On PRECAST ,025 1024 I= 3'.r (42) PRECAST taw 2aas asw 4w4 am as 7wt t® 2wa wx 41. Iltw s,az 700+ r4Y (48) PRECAST +BBB r-0' l4S") PRECAST 785 789 ,308 ro' (48) PRECAST No aw 7p10 as+s wo a2N wm 72N 21w Nw w,a 4M a6w wN r4! (54') PRECAST HISS r4r W") PREGOWT 502 591 1073 r4r (84) PRECAST tw7 MN Ym7 Earn NN 47" Me !MY tow 27W ww 4M 47" - 6A6 14• (54) PRECAST 1217 84' (84) PRECAST 411 411 746 14' (Sr) PRECAST Im 171 22m 9w a16 wM � NN +7N ws 2w6 ww 2w, 4wz 6-10' (M PRECAST 1062 B-,r (M PRECAST 340 320 618 FAD' (M PRECAST � + M at#r aNe Nag so tan 2wE 20N 3N7 ww sv6 Sd (In PRECAST 908 Nr (M PRECAST WT 721 490 V-r (TV) PRECAST M , riw EN1 2w mo? Nw 2Ew zm 2a, 3H2 r4P leo) PRECAST 743 rd' 810) PRECAST 424 534 363 r-r W7 PRECAST W. ,awd , aw 7a I= 1w4 tws 2LN 2w nm B'4' (,12) PRECAST 86{ VW (112') PRECAST 325 512 230 9-r (112) PRECAST w1 706 71 ,a4 181 207 2B00 aH 6w 13+6 Nat ,2w 22H ON 1V8' (125) PRECAST 475 10'-0' (12" PRECAST 284 401 18D 10'-r (128) PRECAST 6N 616 ,tw 011 2NI No we ra „w ,4n ,70 taw 29N 11V• (73B) PRECAST 382 11-1 Owl PRECAST 280 452 1W ,14" (138) PRBmAsT an ew e0o too 161 I7w MI 607 tm NN Ms" 21N 1T-0" (14P) PRECAST 837 mm,. I— (144) PRECAST 244 402 137 1" (144-) PRECAST 4m 4w To sw , , Im ow un , ,wAro om (Ieo) PRECAST 2B5 11-1VonPRECAST 217 324 110 IX-r (16107 PRECAST41:1111 sw M 9w H 111d' 7w Hw u, Tess"10.0- (158) PRECAST 27B Ira• Itee) PRECAST 205 2B3 tao 14'-0' (1887 PRECAST w M4W3N 717 ,wE 1 ,ra H7rI PRCNit RR 1r4r (178� P NJ6 204 B1 1r$• (+78) PREBIPF88ED ao wa art w0 ws I m t 11�• (184) PR661R�W NR 11-1• (,B4) PRESfRE88E0 NR 25B 6.7 11,P (184) PRFSii�Sm 4w sN m na 7w + 211 trw on PREST KR 1r�• mn PRES.Km ® NR 194 54 ,rW PM PREST Is720 in 3w 40 W sm 740 • , m 1271 iS4' (2s�) PRLI MR "w Wn PREBT� N.R. 148 52 194' PM PRESIREBB® 1w tw 2N o m 40 sa sM sa wt 6w 21-W (2 n PRESTRESSEDNA 214• OM KR IN 42 2V-4* PM PREg1� t42 m4 m aw 4w wE toW4r 127 23a ,n a2 2w wr sm m 4w wa ew eb 224' Q84) PRE NA 22'41' Mn P✓ NR 118 40 22'-0' INC) PRf83TR[ IN m sa E. w aw om 2V-W Mn P NR 24•-0' p58') PFIEFT NR B1 38 2rd Mn MESIIiEB� 'a 126 IN iw E16 aM 4w 4N 00 402 757 W #w ,o zm 4w aw 6w tat t292 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRBGAST PFMICT8 BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BFARNG PAST EACH SIDE OF WINOOW OPENM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 m�mm�mm, omm000© O�mOmO 00�0000 oomommm. mm©00�0 mm00000 mooQ mmoo©o© mmm�l�I'�!iLt'Q! mm00000 0m000�r. mm�0�00 0�00000 l00000�o- ommoo�Qe! 0000��© 0��000© mommoov 10���000 '�.00�0�00 0�mm��0 000mmoo ���mmmo 0000000 ��m�000 �0�0000 �0�0000 �0�0000 3 44 8F16.l T/OM/OB 8F16-1T/OM/0B 8F16-lT/0M/08 ( a,� 0 k� I' G� xi U.N.O. PROVIDE B82 WHERE ROOF TRUSSES BEAR, x TOP OF WALL EL 4-B" " �t. 'R. P p`v s L — — J $ti x { " 4 k GT 4 �� F r et _ � 4l c 1 8F16-1TIOM/08 o$'8F16-1T/OMlOB BF16-1T/OM/OB 8F16-1T/OM/OB �o ( � 21 x u 1 L------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigRgrouµcom AA #: 0003325 al L�� ire s O 5 gOtMDIV & LOT. SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. Ijj FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. 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 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PISS36, .177" ` x 2 718" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SRE 3 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WO-1 4X6 (3.�9c5 X') SYP. HTT4 W/5/8" DIA x 5' 5/S3.1A PT., WOOD POST EXP. BOLT CJK-5, 7GT CJ1 CJ N ■ ■ ■ N N ■ N N Y N ■ CJ3■ �C'15 16AN 16 1 1 A7 A5 z=A4 zze�z��z z�z=a=z�z aaaa�z=aae�sa�s A3 >� PRE -FABRICATED ROOF A2=TRUSSES 0 24" O.C. to z®A RIDGE azzz=_=zzzz>=z=_zzz�zzzz=z 1A I ATTIC i —'—z==S====_ 0 Lu a ,.\ AQG GT 1 B pp dry( 1A 132G GT - - — N R 6 u CJ3 4 CJ5 _ Yn n n pnp ypp CJ'SaA CJ1 4 CJ3 N A (6� tl® tlN C KK�AA CJ1 i " EJ7 N II p p OI 1A 1 ------------ ROOF FRAMING PLAN SCALE: 1/4" = 1'-U" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngrouµcom L AA A: 0003325 1 Q � S SU13DIV. de LOT SILVERADO LOT 26 BLK 18 lrlt0jzcT# 04128.002 26181 MODLM. 4EHB "2605—HAYDEN" GARAGE SVFMG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 50 MPH EXP. DRUM A 04/06/20 SCA* X. 1/4"=1'-0" SHEET s6 • r ROOF WIND DESIGN PRESSURES NET (GROSS) _E7 1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4' 0` END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS H 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK ed RING SHANK 212" 0.1217' 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 212" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd 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 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z Z O � W C7 LL Y Z • fir; �. O RO z ¢ D z UD t7 rn Yct Z cw U Z J zN w TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RdAFTER OR T R ^SS mmm ir mm I I'll I omm MML mmm W-li ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD \ 8d RING SHANK GUN NAILS 0 17' O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 17 0.6.)N FIELD J\ IYP. 3/4" T&G SUB -FLOOR UECKING GLUEU I ALL F?CPUSLU MEMBERS urNtKAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-Ft 2017, ft EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-73 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED M CONCRETE SHALL CONFORM TO ASTM Cad. IAO)OMUMAGG ELATE SIZE SHALL BE 3M". PROVIDE 6%AIR ENf RAINED CONCRETE EXPOSED TO EMRH OR WEATHER ALL DOSED EDGES OF CONCRETEMETO BE CHAIFEtED 3M". PROVIDE 6ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUBSgIGfiOUD WHERE INDICATED ON DRAWINGS SEAMS UPPED B INCHES AM SEALED WITH ADHESIVE TAPE FORM -WORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NO4BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1100 PSI AND A MODULUS OF ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT VATH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLMS: MINIMUM NAILING PER FBCR 2017, BN EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP S2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES: SUPPORTED WITH 2" CHAIRS SPACED T-W OC ' EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA TRUSS DESIGNS SKALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RERAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -UPPED GALVANIZED. GRADE 001N MASONRY DEFORMED BARS FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM: 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 RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND -rPWVTCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT. TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: UVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 pef TOP CHORD -rwnco —nt TYP. MIN LAPS SHALL BE AS FOLLOWS: Y4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD+wn-corx:urrmt DEAD LOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 pef w/ ASPHALT SHINGLES) (10 Pef w/ No GYPCRETE) 10 pV BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: lopef BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pV, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS ANDATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN4=1LL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GE04ECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GE04ECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE W PRORTO CONCRETE PLACEMENT. CONCRETE SUA.W SHALT NOT EXCEED 5" d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AG 301 AND ASTM C-94 OR MEASURING, WING, TRANSPORTING, ETC. CONCRETE TICKETS SI WL BE TIAESE TAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM W EN WATER IS ADDED TO THE MX UNTIL ITIS DEP08NED IN ITS FINAL POSITION SHALL NOT E(CEED 90 MMUTES, IF FOR ANY REASON THERE IS A Or IN SUCH THATA BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBMY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AM THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER RESARSHALL BE AS FOLLOWS: A r FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1-1? FORA6 AND WAVER 2-FOR 16 AM LARGERC. FOR CONCRETE NOT EXPOSED TO WEATHER 31P FOR SUBS, WALLS AM JCISTS 1-112* FOR BEAM AM COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 15 BAR - 30" 217 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 3W x 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPUCES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION MASMRY'. PLAN SHONNG 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. "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/rMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED ByTHE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED40THERVASE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3V THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND IWO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEU THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY NTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 361a FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE 8, Fy = 46 Kv'. STRUCTURAL PIPE SHALL BE ASTM53, GRADE 8, 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 A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNGFF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. . FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER 9IE TYPE ePACIW REMARNB MRICAl1ON 81ZE ttPE 6PACxG REIAARI6 tMA80NRT/Cp-C. 00.9E HARWNED WIL 8.00 GARADE OOORBUIX TO NA9xRYxXrG. N•d!. NO VNS£R TMCON MASOFRY FASTENER e-OC MBFD..rE1D OIST., �tEt?RUDE dbT. soo. K. IXT.OWRs 1 PT,eEEI-rolEe usE NARWN�mL NAIL 1LIXq. roc - Tz=1/C e INTO —FASTENED MPSONtT,1'ONG. �ARADEDO-suds TO MAeJNRVrt' 1C rr ou nY tWA3HER EmANdONBpIT N.. ac I•EAte®..rEFn dsT., I—E— �MNDaYRurx M PT,sEE NOTEe UBE NAROEIdUOOL roc sTAWEREO WINDON9D00(U FABTENEO METM STRAP TO CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS ECG. BNiNO DOOR 8UG(3PT. SFE WTE6 )3NB•OIA 18 O,C EMBED rENp ?EWEDW'r. NCN8ENi1NO WOW CONO BLAB 1!Y' IXPAN810N N•PC I•EM11'•IND WN WA81Q2 BOLT DIST..TEWE dBT. 2,PTY' ICx p•PAr]1T rQC I•ENO geT.,t VY PT TO STEEL WL.00L.. SEE wi WARIER STAGOF.REO —E— NpTEB NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SLANG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND I OR NCA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SLANG DOOR NTH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED N TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA #: 0003325 J � h a : t Y � U C 6 suiwrv. a< LNOT: SILVERADO LOT 26 BLK 18 PROJECT# 04128.002 26181 aMODEL" 4EHB " 2605—HAYDEN" GARAGE arIING: LEFT 1PAGE: DETAILS 50 MPH EXP. PRIIN'P DATE: 04/08/20 aCAIIE: l 4 Zf-ON aHE sNT1 Jo' 3 t