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HomeMy WebLinkAbout7110 Boxer Round Pl99 92605-4EHB-HAYDEN9 GopE. GRO1���GR� F' r HOMES p� 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .RDWA BURDW CODE, USMZ Ul, ASV. ABOVE LAV. LAVATORY DATE DESCRWnON DR HORTON HOMES OM EON (2017) -AM LOCAL AND S7A1E CODES .00CUPANCY - RESIDENTIAL. GROUP R3 A/C ACT. AMP. BL AIRCONDITIONING LUM. ALTERNATE M� AMPERAGE MIN. CENTERLINE MID. LUMINOUS MMEDDIICINECABIN T UFACTURER MINIMUM MOUNTED 464MI 2-STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION OIIB/IS DID SET ISSUED PG CI -COVER SHEET PG GN-GENERAL NOTES o2/13/Ie ADDED ELEv.'J' K' LwTH SIpMCs PER MARK SOWEB 024" CID SET RE -ISSUED 12602 TELECOM DRIVE :CONSTRUCTION TYPE - VB CAB. CABINET MTL. METAL PG Al -FIRST FLOOR PLAN 04/11/i8 WOOING REVISIONS PERM. WAS TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DITIIt[OR FINISH- CLASS B •BASIC WIND SPEED - Vult=150 MPH vaed=lL6 lax .EXPOSURE - B •I -STORY RESIDENCES - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. OP. DR. D.S. DTL. D.W. CEILING N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLT. DOUBLE PLYWD. DUAL GLAZED PR. DIAMETER P.T. DIMENSION R. DISPOSAL BAD. DEEP AA.G. DOOR REP. DOWNSPOUT RM. DETAIL R.O. DISHWASHER S.C. TO SCALE NOT ON CENTER 'ER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR Room ROUGH OPENING SOLID CORE EXTDR PG ALA -FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG El -FIRST FLOOR 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 06/bAS I -JOISTS INCORPORATED INTO MASTER PLAN 06/*A8 CONSTRUCTION DOCUMENTS RE -ISSUED 61110 ADDED VALLEY FRAMING DETAIL, UPDATED COLLARD DETAIL OMAS DETAIL- 'ADDING SAR TO BOND BEAM' ADDED TO 612A 0246AS PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: 03AW19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR I SQ.FT. CALC. S OMl6/IS UPDATED LEDGER BOLT SIZE 4 SPACING 06AWM REASEDI-JOISTLAYOUT IST FLR LIVING 1,104 Sa FT. 2ND FLR LIVING I,601 SO. FT. TOTAL LIVING 21608 Sa FT. GARAGE 431 Sa FT. PORCH ELEVS W III Sa FT. TOTAL ELEVS K' 3,153 80. FT. 8z10 PATIO w W. FT. "12VIS ADDED LED L04TO TO KITCHEN 4 SATHRO" PER MAR,190AS 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 EA' EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.GJFX. FIXED GLASS SIN. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.GL. SLIDINGGLASS FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR.. FRENCH DOOR SECTION . FOOTING TEMP. TEMPERED GLASS FTC GA. GAUGE TTHICK GAR. DISP. GARBAGE DISPOSAL T.O.C.O. TOP OF CURB G.F.I. GAOUN0.FAULTC ROUT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP AB GL. GLASS TYP. TYPICAL PG D2-DETAILS PC D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WAIL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS OM3/11 ADDED STONE OPTION TO ELEVATIONS'G','H','J' 4 K' OWDne LEDGER BOLT SPACING RAINED STRUCTURAL SHEET DESCRIPTION PG 31-FOUNDATION PLAN PG PG SIAA-DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HOR HEADER CORE WV.. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT.OR IGHT W/ IN ULATION WD. WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. w.L WINDOW WROUGHTIiR rR PG S1.2A-DETAILS PG 32-FIRST LIFT BEAM PLAN AND NOTES PG 32.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S3-FIRST FLOOR FRAMING PLAN DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE I3 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1A-DETAILS PG 33.IB-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.2-SECOND FLOOR DOWEL PLAN CLARIFICATION. PG S5-SECOND LIFT BEAM PLAN AND NOTES AS DESIGN GROUP WILL RESPOND TO ALL. WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY PG 38-ROOF FRAMING PLAN PG SNl-DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN OILLONGWOOD,FL32750 PH: 407-774,5078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 may.. p9 d O x QLTHDIV. de LOT SILVERADO LOT #3 BLK #17 PROJECT 04128.00 -03171 MODEL: 4EHB "2605-HAYDEN" OARAOE E Vr1NO: RIGHT PAOE: COVER SHEET 50 MPH EXP. BJ 119 ROLMD A ABOUCKAM L AR PIO W723 D � 10/09/19 SICALE: 1/4"=1'-0" •BEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE 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. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE NTH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 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 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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'�INCH GYPSUM BOARD OR EQUIVALENT, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W 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. EXTERIOR WALL COVERIM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 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 - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-CIO63 -I IA AND R703.7. FIRE RESISTAWr 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. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407.7748078 FAX: 407-774-4078 www.abdesigngroup.com L AA 8: 0003325 2: J 6 o Nt Qs 3 eaQ Q ^QaQ Q mm 9VHDIV. Aa LOT SILVERADO LOT #3 BLK #17 PROJECT# 04128.002-03171 "Olole 1 4EHB "2605- HAYDEN" GAR/►GE B IIIQG: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. AFICKM-Cr= U WE ROLAW A, ABOUCFiAM AR NO W723 DmNT ATE: 10/09/19 SCALE: 1/4"=l'-O" a*=ET GN PATIO 9 10'•0' II'-8' I5'-4' 2'-8' � VERHANG r•-------- OF ROOF ( (2) 3052-SH EGRESS ----8 -- I 21'-4' I I I s ROOM I s LMNO BEDROOM#2DMG a-B' cm + = V_v CLG. ROOM v_r CL& V.S. 9'-0' �+ I A I ( # l2) 2068 I 1 Y I I I POST i t IR-IBH I0 m I MUM p . ni vlc I "' I I I clv BATH#2 I V_r CLG s 4 -0' - i 9 8 -0' x 3 -4' 5 -8' 3. 3 -0' 2 -8' 3 -8' 5 -4' HIS. ARCH 2868 SC W.N. STAIR DATA 20 MIN. fJ 16 RISER a 194' 15 TREADS • 10' BOLLARD AS REa PER BLDG. Q II �® CODE 8' III PLEB C11Iv 9 V41 CLG. III "' m S' S' cLG r GARAGE 8'-v CLG eo 0 ul 3068 III W/12' 111 TRANs 2'-10' _0• 10' 0 MT 9._8. 1 _6. I0 PORCH a i 6'-v CLG. I 0 y I6'-0' X T-0' O.H. -------------------- - a 9 FIRST FLOOR PLAN SCALE: 1/4' • 1'-0' NOTE7-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN IA►' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I46'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 1 ITS ATTIC AREA BY NOT LESS THAN Vi'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE BIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 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. FECR 2011 (6TH ED.) 302.1 COLraBrt ALD OJICCIO ►MD LOADS BAMCMIDINVOM1EFOROM3 MOIMfB 0reluc6 omm =6 10WHMI1DOM M9W118 AIDTIIE FOOTAGE MIN. WINDOW IV 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA BG:D. MIN. 41 5 23/-29 CRITERIA 16010 OAD. 112 5 20.1/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CO MIDATEW O SQ.FT. CALC. S ST FLR LIVING 1,104 SQ. FT. 2ND FLR LIVING I,501 80, FT. TOTAL LIVING 2,605 SQ. FT. GARAGE 431 SQ. FT. PORCH ELEV'S K' III 8Q. FT. TOTAL ELEV'S'W 7153 SQ. FT. &W PATIO 80 Ba FT. MASONRY/FRAME WALL LEGEND W-8' BLOCK WALL UND ON PLANS BRG. HGT. VARIES V BLOCK WALL LIND ON PLANS 18'-8' ERG. INTERIOR LOAD ERG. WALL UND. ON PLANS I INTERIOR LOAD EIOs. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE W-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdealgngroup.com AA #: OW3325 A �e$ Ile 111 6 8VHDIN. & LOT. SILVERADO LOT #3 BLK #17 PROJECT# 04128.002-03171 MODEL' 4EHB "2605- HAYDEN" GARAGE 8WWO: RIGHT PAGE: FIRST FLOOR PLAN 50 MPH EXP. DAAVE 10/09/19 8CALE: 1/4"=1'—O" SHEET Al Cl� r DESL. TOP PLATE 9 m ,BAR DETAIL SCALE, I/!'.I'_0• r ARCH DTL. B SCALE= 1/2'•1'-0' 42' H. HALF WALL \\ W/ `AP (2) LAYERS OF 3/4' PLYWOOD SECLR! TWAA06 TO STRN6ER AH U i/4' -A&T N FLOOR LAYERS OF 3/4' OOR MATERIAL RIPE FOR�OF OOR S ND NICI PT-- - SCREWED PER FA6TQ�R 80LID NAILING TO EXTEND ESIYOPD 14W. 8LS6 10'-C 3/4' 2ND FIN. FLR V \ V-8' EIRG. HGT. PRE-ENG'D (an SYSTEM \ \ \ FRAMNG SHEET) \ \ 4' KICK PLATE I' nA . SSTTAAIRS NGERS TO CFC 0WOMI TO OR 61H \ �I' EDITION (201V \ �• MIKTREAD-o' MAX. MSlR•T 3/4' 3/16' STAIR DATA, \ MRl MAX. VARIATION INRIGEIl6/TRFADS ADJACENT TO EACH OTHER 3/S' MAx 16 TREADS • \ VARIATION IN RI6ER/TREAD HANDRAIL lo'. I' NOSING S T 0 R • pp CIRCULAR CROSS SECTION DIA. TO ISE 1 114' \ Q OR PRONOE EdUrVALENT 3-2.0 SYP STRNIM G\ RASPADM. ILITY LLSIDERG- M6' ODE • 3B NNEEOW END MK II' OOTH • 12- FROM REI VOROED W0X4 SPA \ NARROW END 34' MN. HANDRAIL WMT. W/OONT• GaAD OF E W SU6-R.00R ADFl61VE PL-400 OR SMILARE • EA HORIZONTAL MN\ \ o d \ 6 AGCES810LE SPACE UNDER STAIRS 6HALL NAVE WALLS, WDER STAIR SU>FACE AND ANY 6OFFIT8 PROTECTED ON X 4 IN 0. \ THE ENCLOSED SIDE UNTH VC GYPBU'1 • 2� X 0 BTR \ 150ARD6. FECR 3=1. 6EUIRE W,I2d 6'-W OZ. \ Y FIN. FLR 2X4 4ttAC14ED W/ I®'d MASONRY NAIL6 • 2X4 P.T. SLEEPER INTO GLAD WITHIN 6' OF EACH END, 32' Oa MAX. STAIR SECTION C SCALE:IR'.I'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 36' AS PER FBCR R311.1.8.2 W/ 2X4 RE-IPFORCING 42' H. I/2 NOTE: WALL V HANDRAIL ENDS SHALL BE CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A �- DIAMETER OF 1i's 2' OR A NONCIRCULAR CROSS SECTION WITH A o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND g�m A LARSEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES 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 1601.8.1 / F.B.G. 2011 HANDRAIL SECTION D 6CAL.E:3/4'.1'_03/4'•I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.Abdeslgngroup.eom AA S: 0003325 J Iy�y. bi 8S Q�Q O Y 3 :4 Ild i J a SILVERADO LOT #3 BLK #17 PROJECT# 04128, 002-03171 �coaErl 4EHB "2605-HAYDEN" GARAGE OWWO: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 50 MPH EXP. I DA 10/09/19 SHEET A1A o; me, a 13 1 ife., V Oe i. a. . 4 o SECOND FLOOR PLAN SCALE, 1/4 - V-10' d N ' RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774,5078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 oll UBDIV. 89 LOT: SILVERADO LOT #3 BIK #17 Pitoi]DCT# 04128.002-03171 MODEL: 4EHB "2605—HAYDEN" GARAGE OWING: RIGHT I PAGE: SECOND FLOOR PLAN 50 MPH EXP. pR10/09 rMT "001 DAM 719 SCALE: T7-4-=1'-0- A2 UBDIV. 89 LOT: SILVERADO LOT #3 BIK #17 Pitoi]DCT# 04128.002-03171 MODEL: 4EHB "2605—HAYDEN" GARAGE OWING: RIGHT I PAGE: SECOND FLOOR PLAN 50 MPH EXP. pR10/09 rMT "001 DAM 719 SCALE: T7-4-=1'-0- A2 SHINGLE DECORATIVE SHUTTER OR EQUIVALENT FYF'ON BKTIIXll OR EQUIVALENT 2ND FLR _ BRG. HGT, 4' RAISED I I BAND � 1 I I I 6' RAISED I I I I I I BAND (TYP.) I I _ 10,-0 3/4', I 2ND�r— - 8'-8' BIG. HGT. ® ENTRY _ IVA I I TYP. I I 4' RAISED I I I I BAND (TYP.) I 8' RAISED 1 BAND (TYPJ I I 0'-0' FIN. FLR _ 2W_S' BLDG. HGT. -------------- SHAKE SIDING S AS SPECIFIED (TYP.) 6' TRIM BOARD 6' RAISED BAND 4' FREIZE BAND (TYP.) SIB'-S' 2ND FLR —' PIRG. W.T. ggrp, RAISED iw: RN��I II�IIDEGORAT VIE FRONT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH AREA OF ATTIC 158.5 SQ FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENT]LATION AREA ism1300 = 5.28 VENTILATION AREA X SO. INCHES PER FT. (144) 760.8 SQ. IN. MN. REQUIRED VENTILATION • .5X 760.8 IN UPPER PORTION OF ATTIC = 380.4 SQ IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTALS OF VENTS REQUIRED = 3.30783 TOTAL 80F VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCW DED 12 OFF RIDGE VENT OFF RIDGE VENT �S IS'-8' 2ND FLR , Lao.' 2ND FLR. BRG HGT� - - —' BRG a as a Y d Y d V!' TMOC, 2 COAT CEMMT I I _ > ED- i PLASTER APPLIED I ( r r A r I,DIRECTLY TO MA60NRY El I I 4Sc4' GALV.'L'-TYPE PLASHNG SET N IOOOPNG CEI'IEW 10'-0 3/4' 2ND FLR4, I 1 `" `� OL__0 3/4' 2ND FLR qpE ,qp6 y1p�,E6 OVER 9p PELT 2X6 e1'P PT LEDGER eV FIN. FLRIBRG. HGT. --y --- --------------------- --- ---' FIN. FLRIBRG. HGT. PAPER ON TA6'GAZ OVER NG OR U2'x6•THREADEGER U 32' 8'-B' GLG. HGT.�, I I ,i 8'-8' CLG. HOT. IR' COX PLYYIOOD SECURED PER O.C. 4 WTNN W OF EACH --�------------------------ -- --- -- --�� NAIL111 SC+MOULE END MAX SET N OPIP60N 4B I 0' AC FM. 19 PL (F' R ELEVJ HqH STR910TN Extoxr I I ■ ❑ L6U.26 I I 2.6 SYP RAFTERS OR n P H41E•EI4G'D twee I I (PER ELew I I e' aD ROOF SLOPE PER _�- I I ELEVATION --- I I MOTTO M SECLI ED TO 04ANEL FOR SOFFIT I I 2X6 MRIMI61W 6d NAILS 0'-0' FIN. FLR 1 1 `•' 0'-C' FIN. FLR LU826 W (4 Ipd• R s_—� _----------------_—_-- -- -- TO LEDGER AtO (221pd'. 11-4. TO 2z6 P Frr 2 _0' 2X6 6YP Pr LEDGER 8J/ L12W THREADED ROD 32' Oa 4 WTMN 6. OF EACH END MAX. SET N 611PSOII HIGH 6TRENGTH EPDXY 6' REAR ELEVATION (D-=1 ERHANG DETAIL SCALE: 1/4 . 1'-0' TEXTURED FINISH 1/4 • I'-C' Id 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7744078 FAX 407-774-4078 www.abdesigngroup.com M M: 0003325 U 8UBDIV. a LOTIN •. SILVERADO LOT #3 BLK #17 PROJECT# 04128.002-03171 MODEL: 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: FRONT & REAR ELEVATION "K' 50 MPH EXP. Bj 10 :�, a _• �. DlUNT A 10/09/19 SCALE: 1/4"=f-0" 8I•IEET A3 K 8UBDIV. a LOTIN •. SILVERADO LOT #3 BLK #17 PROJECT# 04128.002-03171 MODEL: 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: FRONT & REAR ELEVATION "K' 50 MPH EXP. Bj 10 :�, a _• �. DlUNT A 10/09/19 SCALE: 1/4"=f-0" 8I•IEET A3 K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 125V OUTLET 26 Ar P ONUS POLE IIOV OUTLET IIWV OUTLET Q QTII.ST URSD 10 SYPTCII —Q� GPI IIOV OUTLET � �� � NIWIM tTAprM RESISTANT Tyra) 220V OUTLET (4)WIM CONSICTICH uWpI QPI SW wATE1lROOF OUTLET GROUND FAULT NTEREIPTaR NBTC4 SWITCH 5-WAY OM SWITCH 4-WR AY OPE ^�4 , MALL P'IDU41aD V L. CEILING, LOW © LED CLG LIGHT @ vp VAPOR FROM LOW OIMItlD CAN WALL SCONCE PItE-WEB eANT. PAN I a" PM Sim FT. PAN maw I cR I FER So FT. Rx1tMt tSPECO TOO Br GULOM PL 2-SILO W164P ® tItEClSBED) 2-01I4.01 WRAP • LL tNEFAtCE MNTJ �� ]_'� Y R.U014lSCMT 4' FLUOIIaSCmw p 1�--v—a-21 C 4' TRACK LI6M O P4FEL Nib tiffTER O S.D. macron ISL, ��y. per; w-MAEg11111R. r0T YALL MINTED GATT.AdcKjr LEI Smom DITECTOR yy.A&IIS11Efit ® 0iGvim wam CA1BO1 Commo SHALL Ea A DOTAGE OF NOT MOTION 4- I'Mom MALL RMANT LOW Lf� NATURAL OM ► TmArmo1E JACK WATER NEATER CONSICT WO DISCONECT DR I-Q TLLEVISION JACK CE Na wx O J-SON TO am SwPORrao N AGOOIOANCE uv aox PiARQD AS SUCH FOR Omm sox NECLWW CELNS PA144.1011T M Re SUPPORTED N ACCOP ANG11 UV I M MAIINGID AS RCN FOR INSPECTION pgp 24• FCANAaECEO LOW IM �n lA• INCANONSCONT LIONT STRIP nnno M' d4C.Y4D28CNW LkW STRIP FLOOD LItriR OFT. SECBaTr RErPAo • PA PURI•MRTON Pm cw" um FORT • LOCATION OF TV JACCa 4 MADE OUTLETS 4 PANS TO Ba VERINED d HOMEOLLMER PRE-CONNTm CTION "MTN& • ALL B 4 20 AMP BRANCH CIRCUITS TO M AIIC FAULT PRDTtCTED PER ELCGTRCAI. PRDNEIa4e OF IBM STH EDmOI (ten) 4 NEC 2IOU2 MA INDITIQL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • dPl a BLAND (NOT ON WOMEN CIRCUIT) • DISNAWINER DISCONECT TO BE LOCKOUT N PANEL • BATHESDOM E)SAUBT FAN TO HAVE MN. CAPACITY OF Be CFT INTERMITTENT PER ELECTRICAL PRDVINCd , CP SECTION MID" FECJS ATY mIT10Id (MITI • LANNDRY ROOM PECEPTAOL! SHALL BE GRDA D FAULT CIRCUIT-Nnf— M PROTECTION FOR PERSONNEL ON FEEDERS • 111RIN0 PETNOD SNLLL BE NON METALLIC CAIBLS PER ELECTRICAL PTVVISIONS GP FBCR ATM aD (20M • ALL WOW TO COMPLY WITH ELECTRICAL PROVOt" OF TIE MIGN ATH ED eau • 7B1t �dllLleaRetl f•WMT 0 E4ER6r EtPICIGIT TTAN /!R FnO. QERSY CONSERVATION (RENGE4nAL ENEItlY PATIO I-'---------� I Ej El RDOM I LIVING PRCLG E w AN i ROOM — F'RE-WIRED E CLG FAN ` BDRM. #2 I I LI SWITCH IN - / i CABINET OUTLET /TO 2ND FL. I --------- OUTLET ( I FOR DW SWITCH I 10 +s MUM' �II BATH #2 OR Mich _ _ I i / L / I I I I I I L PAN. 1 t GFI s 44' .B. FOR c-=----- IT ® A.F.F. GARAGE DOOR BOLLARD .S•8 REQ. ' +\ PERDLDG. ' III •+ CODE I •� FLEX III i MIMI KEYLESS C PRE -WIRED it III / FOYER FIXTURE GFI METER CLG PAN 1 GARAGE v1ETLO LOC. I' DOOR 91 PREWIRE - - GARAGE GFI IRRIGATION I OUTLET s \ PG IMES 48' A.F.F. PORCH ------------------.� - - - - - - - - - - - - - - - - - - Co LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 114' . I'-C' 1'-3- I -3' �I � I � L I I -- / LED LIGHTING @ SINGLE LAV. BATH17 WP Panel MAIN - A PANEL: 8/18%pctt breaker VOLTAGE: 120/24OV-1 Ph MAIN: 150 Amp M.C.B FEEDER:3 #1 Cu THVM S 1-#8 Cu (G) in 1 12' C. OR 3420DAL THJJN S 1- 08 Cu (G) in 1 1/7 C. Wln Pob LD' Trod CIrmR pnud Weft Deexl wPd. Win 012 i 20 EnfMm Rse WGFIWr TUG 7200 I 2 sw .12 2 20 WMrtbn Pump 1000 7 / S s B aM A/cc.u. w z w span 1 a PANEL -A PANEL: 42 crt breaker VOLTAGE: 120124OV-1 Ph MAN: 150 Amp M.L.O. FEEDER: 3. #1 Cu TMM 81-#8 Cu (G) in i 12' C. OR 3- #210 AL THWN 61-#e Cu (G) in 1 12' C. mm P.I. W De don WR1b ci—ft Cl—ft wo. D..cd d.n w Pd. W1n #12 1 20 SmN Wen I 1 2 sm R.na. w 2 w $12 1 20 LIIenAR./Hood GFl INO 3 d N2 1 m Sind ApOince 1500 0 0 4f40 Wrtr H.dr m 2 010 i 12 1 20 R r 1500 7 a i 12 1 m OYd R.c W AFCI 1500 a 10 1200 q al GFI 20 1 012 M2 1 20 BEM GFI Rec ada 1200 ii 72 1500 gsRMehr GFl 20 1 H2 RI 1 15 f x/NN AFCI B00 17 1d SOOO Dryer GFl 70 2 010 it! 1 /5 lx Am. Lend, KKCMn. qn W AFCI W00 15 15 S n T7 1a 15W WaM.r GFI 20 1 .12 NI 1 IS SDa C/OAFCI 900 1S 20 1000 D- GFI 20 1 H2 b a 21 22 1200 [irte / Emdx Lt a Rec td.. AFCI w 1 #12 #1/ 1 15 Balm R/BiW DAFCI W00 23 74 am 041✓s SWS AFp 75 1 N! #14 1 15 BMmom#7 AFCI w0 25 26 ND OwAr% SWxoan AFCI 15 1 04 #14 1 15 llep.em«/ aW wYN L.PNCI d0D 27 29 12DO aWT1.r11W #TD2ntl1LLN/1AucAA 20 1 012 012 / 2D .3Cr Door r(1FI 1000 18 >D 1000 ctmdds m 1 02 47 77 72 d S a 07 7/ It... S ee 75 S .ee 77 7B d a. w 2 35 ACA.H.U. br5KVAd55% M25 Lad. -1. d.nxd A—ul.uMW. M. I7a00 279M Laidsubjentod ndeetrcabulatlan./Nns Dernand Factoru s: ABBREVUITIONS: AFCI: ARC FAULT CIRCUIT NTERRUPTER NC: NON-CONCIDENT LOAD OR: GROUND FAULT NMRRUPTER Tdd tad.ul0.nt t am..d tder ls50o ' FW 10000 E de d NOD% 10DDO RemWln wNert/Dt Elm Trial AA:load +17as LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD Trial Canneded L..d Wane 75585 T.tl Am . a.cb /2l0 wlt. 14t. General LL Rdn S Receptacle Load Tool NC S ab Fm 299 Gerd W a Rec 0 W / Ft. 7815 Hi'H•b 3 at85WL Nat100PA 195 Lanxd solo Olds#11 T01a1wtb 0-1 W 8 RR. Pend A 728 t3010 IE70 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTE& A ELECTRICAL MATER IAL& AND NSTALLATCNIS SHALL CCI'TLr WATHI ELECTRICAL PROVISIONS OF THE Pam "m EDII�LL�111 LOCAL CMft AND ALL LOCAL POWER 0. ALL CONDUCTORS SHALL BE TYPE TNHWTFEN UNLESS NOTED OTERWSL PROVIDE ! I/D 04 TMW . Re CU N 2• CQle DUIT O! %* AL, THW • Iw CI N 2' CONDUIT. (CONDUIT TO TSIIMW ATE ABOVE SORT a OVEIRWAN J COMBINATION SERVICE se DISCONNECT SUNTOW AND DOR4 M ELECTMC tiff" IN 1 n N017A 30 SNCLOGUIRE M P1 POUTER CQ'rANr Tµ IRWCM SeRvteE CA" Tt LS~N 8411MNDe 1NtuVtca IrNrRALTe ti(AAROO EORTi,T NTERSTSTB'1 OONDINS TERITN4AL AT LOW VOLTAGE CONSECT10N6 FRIOR TO BD. •" I r Qr OBIWVICE GROUND CONNECTED TO 4 CCNCPIM 04C UD PCOTER GYM PER ELECTRKAL PROVISIONS CT THE Room&&d Emaeu2m1a w= F.I.-EC NW DIA x S PT LONE COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 Mae I S ! U M 5 CDaQIi ¢ e BUDDIV. 1s IJOT: SILVERADO LOT #3 BLK #17 PROJECT* 04128.002-03171 MODEIA 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. cl 1 DftmT A=. 10/09/19 8CALE: 1/4"=1'-0" BFIEET E1 ELECTRICAL LEGEND SYMBOL IDEFMITION NOTES coy OUTLET 70 AM aNaLE r"A IIOv OUTLET 4) nOv OUTLET m Q OU LET Wa® To alma+ — 1 arl UVV OUTLET 5GUPBD nww raa MERINnER (TMT rtt1 Ie~ANT TM)) 220v OUTLET (4) WRI C WAICTICH -FF- UA• �C� f3rl Ma WATEProaW ounzr GOMM PALLY NILIVIER BUTCH OUTC14 D-WAY OrER $4 SWTCN 4-"Y OPER Lfi 0 WALL MaU((ED LIaMT CEILING LIMY © LED CLO LIGHT 0 yp VAPOR PROOF LIGHT ORaCgSW CAN WALL eceNce PIQUEOD eVENT. FAN I OR'1 rER as rT. VET. FAN euLIaHT 1 cm Pee as Fr. lexnllw reraey taD by AROUND(RELCE�EaED) FLuoLRNaEHxTTENr 7•1LLO WRAP • (SURACE MITJ �� �� 7'RJIOIeaaCWT R.11OIIM"W IS 21, 4' 7wAaK LIMT 0 PANEL METER OS.D. arlcea DERCTOR Y WALL MOUNTED eATT. esa(-Ir �J smom OrTaCTOR W-y C41 D[iKTOR dTT. s4a(.ur uV MR•Coptalc D BiO ® COMB COTS S W.L A DISTANCE d OF NOT LEa6 THEN 4' mwM WALL PEDANT L04T .)� NATURAL WAS OUTLET ► TMJU%IOHE JACK WATER HauTER MMIJIYAM DUCONECT AIR OCIOITip(Na DIaf.ON'ECT j fl MAYMON JACK CELm WON O J•04H TO Ea S1IFFORT/D N AOC710A* YVWON hAROfD As euaH role MEDN CELM FANILKIM TO BE BUFFICIRM N ACCORDANCE IW OOX MARKED AS WON rOR p 74' Nc4NDEaceT LIMY enaN• 'A' T Aaonan L4NT & MP 4v Nca ONSCENT LkW once• ROOD LWHT Kr CPT. socumly KaTFIAD • rD. MM- WTTON FOR CM•ES LOS PORT • LOCATICN OF Tv JACKS A PHONE OUTLETS A FANS TO BE VERIFIED • NCFEOYNER FIRE-CGltlTNICTION MEETING. • ALL E A 70 AMP STANCH ORC ITS TO BE ARC FAULT PIaD1ECTED FER ELlC1RICAL PRONNCNS OF pl=R SnI EDITION (701'U A NaC 710E 7014 ROMCN` • 70 AMP DEDICATED LAUNDRY CIRCUIT. • QR . ELAND rTAOt ON Kn=W BN C"CUM) • 016WWASER DU-4NNB= TO of LOCKOUT e4 PANEL • BATHROOM RXNART FAN TO HAVE MN CAPACITY OF N CRM NTHMITTE(T PER ELECTRICAL PROVISIONS OF SECTION MOV13 FErJ! ATY ®ITION (7M) • LAUNDRY ROOT RECEPTACLE SMALL WE GROUND PAULT CNCYIT- WalRP JrRR FIRDTECTION FOR FIERSONNEL ON FEEDERS • UNKIND METHOD ON— BE NON METALLIC CAME PER ELECTRICAL PROVUIOM OF ABC& &T11 aD (70MJ RK •ALL NOW TO COMPLY U TW ELECTIRCAL PROVOKM OF THE aL9RJLMJZLQAM AFIFA ALAI :._. •MOT LIaHRRG MMT eHa YNORBY EWh=&R TYP! FOR LX E*ICIRJCY) 70M. Ath EDITION R4041 j I IL------------------------ J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • F-®' ------------\•l LED LIGHTING C DOUBLE LAV. BATH 3 MCI LED LIGHTING Cam? DOUBLE LAV. 01HER'S BATH 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407.7746078 FAX: 407-774-4078 www.abdeslgngroup.com AA M: 0003326 1 oil Is = ID 7 I I oil, o BUBDIV. Aa IJOT: SILVERADO LOT #3 BLK #17 P1tOJECT# 04128.002-03171 MODELc 4EHB "2605—HAYDEN" GARAGE EMMO: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. DAM 10/09/19 BCALE: 1/4"=1'-0" 8i1EET E2 i Id I I HD. Ell Li --- I I I I I I I I I I I I I � I I I Q I y ® I I - I m I I _ _ I II - - - - - - - -- I I1 j II � • I' I I I v. j 10 •4 - 3 i OPT,' g5PT I ��I I I I I i l l l l i D' ii c w'_= i• 5' 4 ----- - ---OPT.i I FEF III � I FR III � III 13,_g. 'a Iil _ m 4 I 0 - II r 9 III III I m ' m m I I I I I I I I I ------------ ------ „ �--------------------------� rvm 7' I-V! I-IR' v 7' "14 LAV =� ViR FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN 3 7 2'vm WAGWEIR WALE, 1/4 • I'-m' Or -ALE. 1/4 . I'-®' 1-IR a. I-IR a T C 4E kinI.12 AUTO VENT ON AV aHUR VIR 1' 2' 3- LA) -IR' 00 9' Tm D' TO MAIN PLUMBING RISER 1441 N. RONALD REAGAN BIND. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 I Y R auamv. ac LOT SILVERADO LOT #3 BLK #17 PROJECT* 04128.002-03171 MODEI1 4EHB "2605- HAYDEN" GARAGE OWING' RIGHT PAGE: PLUMBING PLANS 50 MPH EXP. pwNT mom" DAM 10/09/19 8CAi.E: 1/4"=1'-0" WHET P1 HVAC NOTES L ALL rEQUN1CAL ION"IFR KI&L M FROVDED WITM PROPER CI.LARANCK, FOR GMWWA 26 PER MRO. FIBGA VMPIDC S, 7. ALL DUCT SYSTEIB INSTALLED IN NON -CONDITIONED AREAS 2MLL SE CONSTRiIG7ED OF A VALUE OF NO LESS THEM R-S RATIN& ALL SEMIS SMALL OE SEALLD WITH OLASS PAID 4 MASTIC. AND INSTALLED AS PER PBC ITN EDRION (=OI ) MLCHANCAL EIAO. CODE SECTION SOS. A ALL FLEX DUCTS SMALL OE APPROVED UL W CLASS I AIR DUCT AS Pot NPPA !OA 24M 4, PIMM AIR INTAMS, SMALL NOT SO LOCATED CLOSER THAN D FT. FROM ANY CNMNLY OR VENT OUTLET, OR SANITARY S!Bllt VENT OUTLET 5. ALL EX"OT AND OUTSDE AIR INLET DUCTS, JML = CONISTRUIV D OF SMOOTH GAIN. METAL OR OTMOt MATERIALS AS PER PBO STM EDRION (2011) M0W4ICAL CODE SECTION SOs S. DIU.OSED GULP" T PLATFO" SHALL OE C INSTIEIGTED IN ACCOIIDANCE TO FBC STM EDITION (Wn) N'EICHMMCAL CODE SO3) 1. OATNIt "COrTAININIS NATWnAft S 4=M SPAS AND SMLAR OATWM Fi OUM SMALL BE N'ECMANSCALLY VIIN= IN ACCORDANCE WITH FOC &TM RDMON (40n) PI 24ANICAL CODE SECTION 401. w ALL E151NJS1ED OATH R001 IS, SMALL WAVE UNDER -CUT DOORS FOR MAK AP AM TO eE RETUODED, TO MaJAL AM E164N)STED. 1 ALL PIKE RATED CELIhM AND WALLS AW&L NAVE AN APPROVED FM OR FIRF/ WWJ DAMPER'S LOCATED AT CELINO OR WALL FINVItATION AND OL SLERVED WITH ACCESS DOORS TO REST DAMPER ALL DAPM M SMALL OE INSTALLED TO M& ItECO NDATIONS AND PBC OT14 EDITION (2011) MECHANICAL CODE SECTION Wn W. GII LLES AND DlRIISEIM SSA' I OE FRONDED WITH BALAW.&D DMIREIM L DRYER WOSTLR TO BE A FANTECN DBR ISOOSTEIt PAN OR EOUAL PANTECH DBP NO DRYER BOOSTER CAPACITY SO LINEAR PEST WITM MAX. SIX ELBOWS. 10"Djaf: ® SUPPLY AN DR RMM IIISTUM AIR GRILL ® 6110E40ALL OR I WAY DENSER — SOLD LI E° SUPPLY TRW — BOOM LW- RE1UM ?I%W BAL0010 1 DAMPER OR OW 0 CELIND E>GWO? FAN CEILIdd EXHAUST FAN I LIONR O/A OUT$= AN m TFlR908TAT IM PASS-THIJ AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM q y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER R W/ (2)-3/*W' TAPCONS SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB 09XI 1/4' SHT. MTL. SCREWS R REFRKsERANT LINES TO CONDENSER, UNIT PLATFORM RETURN CO-VENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD RMIN AN APROVETI DRAM,PER CR 6TH EDITION (2011) MECHANICAL CODE NOTE, MAIN COND. DRAIN 3/4' DIA. SECTION 301ZA OVER HEAD • 121 FROM STRUCTURE HVAC DRAINS BCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK CA. PLUG DRABS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTIMPEC FLOOR SLAB CLEAN -OUT (TYPN 4 PIN, GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPj r---------7 1 1 I I DINING 1 ROOM a' S/A Will FROM 00 ABOVE II + i \--------------- � --� ��>- I I I I ryT3 12XI2 144X6 PASS ° ( I� — THRU ------------------ ---- ET I I I I I I I I KITCHEN ' `' I I I STOR• I I I k' t PAN. ____==='J 12X8 I --- —8�— � \ III f FROM \\\ III ABOVE \ III \,III 9X9// FLEX FOYER III III III GARAGE PORCH FIRST FLOOR MECHANICAL PLAN SCALE= 1/4 . I'-0' BEDRROOM #2 1 12X5 BATH #-1 2 V x 50 cAki 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com N. AA 4: 0003328 i= ppp ON! 5 40) BRUDDIV. at LoT SILVERADO LOT #3 BLK #17 PIltOJECT/ 04128.002-03171 MODEL4 4EHB "2605- HAYDEN" GARAGE; OWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. L------------------------J SECOND FLOOR MECHANICAL PLAN SCALE+ V4 • P-m' 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdesigngroup.com L AA #: 0003325 h if YYy ppp g oil 11 aysDlV. as LOT: SILVERADO LOT #3 BLK #17 PROJi:CTI/ 04128.002-03171 MODEL: 4EHB "2605- HAYDEN" GARAGE BVIMG: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. - • • x• T'i'T/ri 71 DATE: 10/09/19 BCALE: 1/4"=1'-0" a*[&= M2 —�1- 2X4 TOP PLATE PLAN T 7 11 V!' CLG. BOARD PRE-PAB TRUSS V2' DRYWALL 2X4 WOOD STUDS •24. O.G. SLAB RN FLR N(2TE: BTUDB IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'■I'-V' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' Oba. SHEATHNG OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 11_O, TYP. OH. p/8' GYPSUM Bt OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FOR'18 INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. O.C. B' Cm 1/2, GYP. WL. BID. - WOOD BASE — S' DIA SLEEVE, DO NOT CUT VE BOND SEAM NOT CUT SOLID GROUT _BOND W/ (U- - AM (2) C0UME BARS 2A PIPE THROUGH BOND BEAM kpv SCALE, W41d'-0' FIBERGLASS SHINGLES OVER A90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON I}' Ob.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CA4x A1D MAL LN % rc SLSN wow aY LN ay N' A .OL W. A000 mw 2 GAS LINE THRU BLACK ■eAu, N•.r.r FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' OAU5. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PR:-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V1' TNCIG 2 COAT - rOR1LA0 C!'ENT R.MMR AFrLSD DIIIwTLY TO MA*CNW pea VSRTICAL TRACx BY MAV. FAST MD TO TRAOC WRA00M W/ PRODUCT APPWDVAt ISO. DORa! OEAD S c-T SQ SiRCiURAL FOR 2■S P.T. WD ATTACHIM TO N.L 07LL AS FM AF"PVVAL RIM ORALAN1 . SAOISR RCD s GARAGE DOOR JAMBS D1 SCALE: I I/2'■i'-0' 2x BLOCKING BETWEEN PER STRUCTURAL DEW FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' O.S.B. STIFFBACK AT ALL UPRIGHTS SHEATHING OR;' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 0' 0. FASTENER SCHEDULE TYP. PRE-ENG WD• T�� TYP. MTL. DRIP EDGE ON. ON. PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRU88 INSULATION R-VALUES PER ELEVATION WEEP SCREED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 NSULATICN WINDOW ATTACHMENT AS PER MANUFACTURE$ SPECIFICATIONS REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �Tv 0'-0' FIN. FLR _ _ _ 0'-C' FIN. FLR 0'-C' FN. FLR ,j ° — 0'-0' FN. FLR n c a n W/ WINDOW OPENING B TYP. WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL (-2) LLAYER"LN ERLAYMENT SYS EM D1 SCALE, s/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4d2 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 48611 TYPE IV, OR ASTM D 6-151 A W 6 1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'■I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdo4ngmup.com AA M: 0003325 of J � J III I$6 summ . as L 0 SILVERADO LOT #3 BLK #17 PROJECT* 04128.002-03171 MODELa 4EHB "2605— HAYDEN" GARAGE SwuaG: RIGHT PAGE: DETAILS 50 MPH EXP. DA�1'E.• 10/09/19 8CAXZ: 1/4"=1'-0" B*Ecw D1 FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Ftwb.l.l ON lk O.S.B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. T ER FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5,1.1 ON J' O.B.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG W. R 24' O.G. MAX. IfELEVATION 24' O.C. MAX. l'Y If`LE METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY CODE FORM, 2x FASCIA PER CODE FORM. 2x FASCIA PER ELEVATIONS -0' O.H. 8/8' GYPSUM BOARD ELEVATIONS O 5/8' GYPSUM BOARD TYP. OR 1/2' HIGH STRENGTH TYP. OR In' HIGH STRENGTH CLG, BOARD VENTED CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP SOFFIT •4.1 INSUL. RTUR.4L REFERENCE I I SR � -4.1 INSUL. STRUCTURAL a w J w W WINDOW ATTACHMENT m AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G SURFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT O K.= GLUED AND NAILED 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT �> AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED 1 PLASTER APPLIED �> DIRECTLY TO w DIRECTLY TO w - MASONRY R MASONRY w R IX2 FIFE -STOP LE VAT ON IX2 FIRE -STOP 17LEVATIION SEE STRUCTURAL SEE STRUCTURAL R R LEVATION LEVATION 5/8, GYF 8UM BOARD 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD - - ER - ELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. R-4.1INSUL. WLu W W. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. NG DIRECTLY TO STRIPS • 24' O.C. DIRECTLY TO STRIPS 24' Or ­ MASONRY b• cm MASONRY MASONRY 8, CMU 1/2' GYP. WL. BD, 1/2' GYP. WL. BD. WOOD BASE WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP _ham E L 1 n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.I'-& 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA S: 0003325 W h Is a SUBDIV, dg M7"114 SILVERADO LOT #3 BLK #17 PROJECT 04128.001-03171 MODEI1 4EHB "2605- HAYDEN" GARAGE 8WWG: RIGHT PAGE: DETAILS 50 MPH EXP. Bj DATE: T 10/09/19 SCALE: 1/4"=1'-0" aI�EET D2 A•DOLTS 4' ETMEGNENT MN EVENLY R41OM FLOOR TO 0��■��Li�■wC ®I SEGUE 2x4 2XS 6ARAM DOOR MUGC UV (5) IE AW- A -MOLTS 4' E'EEDMENT MIN. UV 2'Xi'XY� WASHER AND NUT SPACED EVEW-Y PROM FLOOR TO OARAGE DOOR MDR INJOMTS PRIOR TO FILLIN& 1.2X6 PT MLOCK • CENTER OF ® DOOR HEADER W/lU)i'XO' J-MOLTS 4' EMDEDM'E T UV 2'XYXI(,' WASHER AID NUT. ® I.:..,... I MANUFACTURER INSTALLATION INST1111=1ONS UHERE SUCH INSTRUCTIONS ARE MOPE STPR OONT GARAGE DOOR BUCK ATTACHMENT 4CNb vr.r-r 8' cm )J' DRYWALL 1'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR g'4X4' MIN. SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK UP %- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1-Y4 WIT14N W OF EACH END 4 I8' OG. 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: N.T.O. 2X4:m SECURE TO BLOCK W/ Y.' TAPCONS OR (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 2X6:m SECURE TO BLOCK W/246' TAPC0WMIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 g. CM 18' O.C. MAX SPACING V DRYWALL 2X8,m VX4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2-14. CASING TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. I6' O.C. MAX SPACING 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE 445 MIN. HEAD SIZE 3W MIN.EM15EDMENTIY4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL ' TAPCONS TAPCON MIN. 1 Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 CMU MREMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4VOL. MAX SPACING. X4. OR I'X2' P.T. NAILER �j- 2XB:erm SECURETOBLOCK W/2-TAPC4i(4'' (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAI"$ OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. IS, O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15/1¢" C W C + -1 8 E: KTA. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X IV OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6424e SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL TAPCONB TAPCON MR 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 9 a • CM 6' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. 4s a 1'X4' OR I'X2- P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 DOOR JAM15 OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2x PER - WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING, NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )1) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4) DOOR JAMB TO BLOCK +1-1 DOOR JAMB TO VK +2 1�} n WINDOW TO BLACK +1-1 t'n1 WINDOW TO BLOCK +2 1/4 " " SCALE: KTA. �D E: N.TJ3. 2X4m TI(►' SECURES TO BLOCK W/TAIPCON (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX BPACINCs. MUST BE ON OUTSIDE 4 2Xbm SECURED THROIUCiFI SEGO BLOCK W/2-1.'NON•STRUCTURAL'1L' TAPCON MR I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. 2X&s SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 CATTACH MIN. EMBEDMENT I YW) DOOR JAMB OR WINDOW WITHIN W OF EACH END 1 TO 2X PER 18' O.G. MAX SPACNG. MANUFACTURES DETAILS. NOIb MIM M xaleaD w nY� JM� eDe xw p.®N') DOOR JAMB TO BLOCK +3" E Or -ALE. KTA. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OjC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Y,' TAPC0WMM. SHANK SIZE TAPCON MR I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 8, cm 18' O.C. MAX BPACMG. )4' DRYWALL 2X&m I-X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%, 2ND 2X SECURE TO TAPCONS(MR SHANK SIZE STRUCTURAL MEMBER J45 W/l2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT IV) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" n WINDOW TO BLACK +3" SCALE: N.Th. 2X4m SECURE TO BLOCK UUY4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X UMT14IN 8' OF EACH END 4 MOT BE ON OUTSIDE 4 18' Or. MAX SPACING. SECURED THROUGH 2X6:e4e NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONB(MIN. SHAWL SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , Cm MIN. EMBEDMENT 149 , DRYWALL WITHIN 8' OF EACH END 4 IW O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X84mo ❑ SECURE TO BLOCK WA-114' 7{�' OJ3$, X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACWH MANUFACTURES DETAILS. NTi 4N1 Y x�eo TO I:Ne� JYS fDo xW iCOD.W'1 DOOR JAMB TO B14OCK +3-7/I6' WINDOW TO BLOCK +3-7 18" C' SCALE: KTJ',. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I )e) WITHIN 8' OF EACH END 4 NOTE; STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2x6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V TAPCONB TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 e' CM WITHIN 8' OF EACH END 4 K' DRYWALL IS* O.G. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPGONB CASING (MIN. SHANK SIZE J45 7 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 TTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" H W TO LAC + 3/ 4" E: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77448078 FAX: 407-774-4078 www.abdesigngroup.com L AA 4: 0003325 ii � F 4 Y LT WIN pp J �®pSy Ja6s� Is 8QQ �1$t i..� IJ eUDDIV. de trot SILVERADO LOT #3 BLK #17 PROJWT# 04128.002-03171 MODZX.: 4EHB "2605- HAYDEN" GARAGE STIMG: RIGHT PAGE: DETAILS 50 MPH EXP. RINT DATIM 10/09/19 lIQALE: 1/4"=1'-0" BIECMT D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORI DABUILDING.ORG CONTROL DATE:08/06/2019 144i N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA 8: 0003325 8 Oki D' ads � g I oil, StMDlV. & LOT SILVERADO LOT #3 BLK #17 PROJECT/► 04128.002-03171 MODEL 4EHB "2605-HAYDEN" GARAOE 8WMG: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. DAB:: 10/09/19 BCALE: 1/4"=V-0" SKEET D4 Ol r.AD etl1,10 . L avw • n. s L aeAN - rf. G OLFOLD NIMO-R.A 2. QOAee - FR. a FOLD LOMAee-n.s L OMAN . R. G 4 /GLD C OUR R. M teJ. PT. C T011aee .DrrG),Mom Qp en it r samat M"W0� Ater twrt MAL FOLD. QQ aGI an. T) PLAwMe net wrALL amour At soma, a noar . euL Maeneenow ® KIC KO UT DETAIL metew raw U& oeo on ecum mamnO. am WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOFAUALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDINGS PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHE51VE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-&41-013, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746079 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 • 9f $ Y o 64 aunDIV. at LOT SILVERADO LOT #3 BLK #17 P120JECT,M 04128.002-03171 MODEL: 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. D � 10/09/19 8CALE: 1/4"=1'-0" aiIEET WA1 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFI5ER ...... - • - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.I / ASTM C-841-09, MIN. 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANI.F. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL t� 1 b' SELF ADFEBIVE— FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' �A VENT PENETRATION SCALES N.T.B. ELEC. METEF VERIFY LO r+� -3 i v r-w r c STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) —APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UPS LAYER M STEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 B' STEP #2 WRB LAYER ry, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER'4, FORTIFIBER BUILDING PAPER STEP #4 ELASTO>1MERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) 2 METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 wwwAbdesipgroup.eom AA M: 0003325 Y 5 J G �10$ lit I BVHDiv as Vc SILVERADO LOT #3 BLK #17 PROJECT# 04128.002-03171 HODEU 4EHB "2605-HAYDEN" GARAGE 871INC: RIGHT PACE: WALL ASSEMBLY DETAILS 50 MPH EXP. m R 10/09/19 1/4"=l'-0"AS LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2' 1, CORNER BEAD (FASTENER t SPACING o I' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003326 ei 8f X Ne — 3 ppp 6 J (( 9Qs 8sQ atmDIV. ae LOT: SILVERADO LOT #3 BLK #17 PgtOJSCT* 04128.002-03171 MODEL: 4EHB "2605-HAYDEN" GARAGE 8lrWC;: RIGHT PAGE: WALL ASSEMBLY DETAILS lk�50 MPH EXP. 10 L"� ""�� D TIM 10/09/19 aCALE: 1/4"=1'-0" aiiEET WA3 NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.I / ASTM C-841-09, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO LURAP) LURE LAYER 02 (FORTIFIBER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 If f 4� m Y Y pp o O Bunn►. & LAT: SILVERADO LOT #3 BLK #17 pnon CT 04128.002-03171 MODEL.: 4EHB "2605- HAYDEN" GALtAGE 8TfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. D ATI: 10/09/19 8CALM 1/4"=1'-0" SHEET WA4 / \ ___ _-. __ . __--- __.._ -- 2x6 SUB-BANb W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK I 1' DRIP EDGE P\ I I I� 1/8' TEXTURED I FINISH s WOOD I �� 1/2' TEXTURED I FINISH +0 CMU METAL FASCIA \\\ WRAP Ye' FROM I STUCCO, I' FROM \ la WOOD WALL \�\ \\`\` EXTERIOR WALL r\ /i (FRAME OR CMU) NOTE: NOTCH FOR 2X6 \� T/a' TEXTURED FINISH • WOOD, in. TEXTURED FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cmu x x x x x x WRB LAYER'(, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x - BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 7X6 SUB pANp � ��� DEMENT x x x x x x x x x x x � 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 KICK OUT x x x x x x x x x x x x x (REFERENCE POINT /� I FLAN ©I L Y""! I �l ONLY. FOR WALL OFF x _ .. SET OF COMPONENTS) SUB BAND ONLY ROOF KICK OUT REMOVED .\ �\ FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) �\ I 11/8' TEXTURED FINISH 0 /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL�4N �4 PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Il 'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W /KICK —OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wll1 'x4' NOTCH 0 END, WRAPPED IN PEEL t STICK ROOF CEMENT 'a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 jv4.4.4335:333 a Y f � 9 ILi BUDDIV ae M' SILVERADO LOT #3 BLK #17 PROJWT# 04128.002-03171 MODEU 4EHB "2605—HAYDEN" CARACE 8WWG: RIGHT PACE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. DA io/os/ia scALE: i/4"=V—o" SHEET WA6 TE-i I I � u 4" CONIC. y SLAB I K 3 r-------- FM-06n18— -- ----4—� I I Im I w Z.TOP 01..0_ " OFI LL c SLAB LL 0U O d _r 20'5" T.5" —L CWV-12x12 1.1 u O — F-2 4 0 1., 11 I i., v�i 211 z cwclzx��' — — — — — W w QIiN o O @ - LINO —+� ILL I n UP TO 2ND FLOOR 4" SE O1 (L �ii� ( I FIELDVERIFY C ii w 8 EXACT LOCATION) � ,� 0 0" y I ( 5 1.1 3'-0. ` _ TOP OF$ SLAB in O 0 9,_5„ 9,_3„ 91_01. 2,$. N Q I N M ,Ki TRANSFER STEEL � o I 24" O.C. MAX -' iv I" 2 I � VF0'-0" FIN. ELEV. IN. CONC. SLAB w ( a 1.1 m mI m I Ix c zo It L — FM-16x18— I� 4 4 I 9, B" T-6"1.1 7.1 °P m x o L_ FM-16x18 4 z a — — — — V a IN LL — — — — FM-12x18 Y 10'-0" IT-41. V.8" 20'-4" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 4-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-0'-0", 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.GINDICATED #5 BAR, OINDICATES 08 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK BARS SHALL BE PLACED AS. SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 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 j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM 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 6x6 W1.4xW1.4 OVER GENERAL 3 1/7 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' LEG EACH WAY. MARK LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18CONTINUOUS 18" - (2) #5b (+)0'-0" FM-16x18CONTINUOUS 18' FM-20x18CONTINUOUS 12�T 18' - FMC-16X18CONTINUOUS 18' - s VARIES CW-12x12SEE PLAN 17, - 's - CWC-12x12SEE PLAN 12, - (2 's VARIES F-24x24 24" 12' TE-1 8" SEE PLAN 8" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003328 J I a11 Jill W;U SUDDIV. &a LD SILVERADO LOT #3 BLK #17 PROJ=T�t 04128.002-03171 KODELa 4EHB "2605— HAYDEN" GARAGE 91rWG: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXP. ROLMD A ABOUMACRA L AR NO 93723 i DAATIM 10/09/19 ,9CAIX: 1/4"=1'-0" FOUNDATION PLAN 8I. SCALE: 1/4" = V-7' s1 3V MIN. EACH WAY C MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < CL CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS r 0 0- a W SPACING REQUIREMENTS .r ': .. GARAGE DOOR m . ..n.• RECESS Q FM s? ppJ,, to Z 8"CMU WALL O M 8" CMU WALL t ! F CORNER BARS, SAME SIZE AS BAR � IN FOUNDATION WITH 30" LEG EACH W = 6+ '-0" c3 +- 0'-0" "'III 0 II,A' I WAY AT ALL CHANGES IN DIRECTIONS U (q +- ' TOP OF SLAB TOP OF SLAB i� % SO THAT THE STEEL REINF. IS CONTINUOUS °�Isl ~ MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) 16" EXT. PORCH SLAB 1/�` M , SEE SLAB SCHEDULE TOP OF GARAGE - 4" CHAMFER "' o °' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEV. W/ 12' ISOLATION JOINT (ABLE) ^ 6' CHAMFER (2-STORY) ` #4 24" W! 1f2' ISOLATION (2STORY) ! S' CHAMFER (2-STORY) � 1)." APPLICABLE) z SEE SCHEDULE �` ��� JOINT (WHERE APPLICABLE) EE SCHEDULE 2 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR VNLD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST tr AND BAR QUANTITY #7 36, AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO � EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4=1'-0 BGALE:34"=,'0" GARAGE 3 CORNER BARS DETAIL 4 DOOR OPENING 4 SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" --�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2.6 WOOD BEARING PROVIDE BLOCKING W aa WALL W/ SYP NO 2 STUDS SEE PLANS FOR SPACING. SINGLE > N NEW REINF. BAR BTM. PLATE TO BE PT. O 0. SECURED W/2- PART a g PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W110d MASONRY 7'CAPPED EPDXY. MIN. EMBED GALVANIZED PIPE $ NAIL 16"O/C STAGGERED. W/FLANGE BASE Q OLLOW ALL MANF. r ADDITIONAL METAL N I SPECIFICATIONS FOR USE AND CONNECTORS NOT REQUIRED WHEN NO 00 PREPARATION OF UPLIFT IS PRESENT. HOLE SECURE FLANGE TO SEE SLAS SCHEDULE SLAB W1(4)1/4" X 2114" TAPCONS Q? TOP OF SLAB ' 4"CHAMFER(1STORY) ° °�`•�-,=° ,T� . 6" CHAMFER(2STORY) e • s ° EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD_ MONOLITHIC FOUNDATION 8 BGALE:3""=,'-0 (NO UPLIFT) 5 c V SCALE: 3/4"=1'-T SCALP: 3/4"=T-0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN tmfl 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL WI SYP N0 2 STUDS SEE g 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/IDd MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ m U ADDITIONAL METAL CONNECTORS NOT a REQUIRED WHEN NO M Z 8" CMU WALL UPLIFT IS PRESENT. . , POURED LINTEL CONT. (TVP.) O m� Ieo,; 8" CMU FILLED CELL (TYP.) TOP OF SLAB °- TOP OF SLAB +- OlY' SEE SLAB SCHEDULE 2X WALL FRAMING 1/7' DIA USP 725OSD BOLTS 5" / ! ` SEE SLAB SCHEDULE W ° BAR SIZE 48 BAR DIA > • ° ° TOP OF SLAB ° e MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB 4" CHAMFER (1-STORY) 4 #3 18" OU ° ° 16" O.C. VERTICALLY MAX ISOLATION JOINT JOINT (WHERE 6" CHAMFER (2-STORY) � � #4 24" , ° � f APPLICABLE) Z MATCH STEEL #5 30" i a SEE SCHEDULE 6' PVC CHASE REINFORCEMENT PER SCHEDULE #6 3S, 6" PVC CHASE THRU FOOTING FOR VJXD, BAR SIZE THRU FOOTING .- #7 47' AND —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 (D��INNITERIOR scALE:3/4"=r-a' (NO UPLIFT) BLOCK WALL CONNECTION ,12 THRU FOOTING SCALE: 3/4"=1' O" SCALE: 3/4"=l'-0" i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407.7744078 www.a bdaslgngroup.com L AA #: 0003325 qq O Y � ac7aanr of LOT: SILVERADO LOT #3 BLK #17 1pRoj1ccT# 04128.002-03171 MODEU 4EHB "2605- HAYDEN" GARAGE BWMG: RIGHT PAGE: DETAILS 50 MPH EXP. DAM 10/09/19 BCA=: 1/4"=1'-0" B*Ec= S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAK 407-774-4078 www.abdosigngroup.com AA S: 0003325 pS if �J Y 1stmDIV. aLOT SILVERADO LOT #3 BLK #17 PROJECT 04128.002-03171 MODMU 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. rpDATE: 10/09/ 99 SCALE: 1/4"=1'-O" 8*1EET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR HOOK 14 Z � GROUTED BOND BEAM VARIES PER ELEV. °- -A, d Z • I 6a. a S CLEAN OUT REQUIRED Q FOR INSPECTION i TIE'VERTICAL REBAR TOHORIZONTAL REBAR W/ 10" NOOK BAR SIZE 48 BAR DIA Z#3 18" #4 O 24" #5 30 #S 3S' #7 41 HORIZONTAL/VERTICAL � REINFORCING SCALE: 3/4"=1'-0" �U 90. NEW REINF. BAR to SECURED W/ 2- PART a EPDXY. MIN. EMBED J g 8", UNO 4 FOLLOW ALL MANF. co SPECIFICATIONS FOR _ USE AND 8 Q PREPARATION OF Z HOLE. Q. 41 .a STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM SCALE: 314"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD 4 ze" HORIZONTAL/VERTICAL #5 3a' REINFORCING #8 36 2�#7 47' SCALE: 3/4"=1'-0" #5 BARS M�j . moo o 11 © CMU UNIT DIMENSIONS ARE NOMINAL SIZES O 61 D MASONRY SYMBOLS SCALE: 3!4"=1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 W q a Y Y r 5 D SUHDIV. & LiOT SILVERADO LOT #3 BLK #17 13PROJECT# 04128.002-03171 MODE1a 4EHB "2605— HAYDEN" GARAGE SKIING: RIGHT PAGE: DETAILS 50 MPH EXP. N 711 F.Drr DATE: 10/09/19 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10)1Od x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 12" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 POS36, .177"' x 2 7/8" LONG, WITH WASHER (M IS" 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 DESCRIpp N REMARK O 1 (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 (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B131 MASONRY 3000 8x16 (1)N5 (1)Ae5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES I SAFE GRAVITY LOADS FOR W PRECAST & PRESTRESSED U-LINTELS i/1M1�/MIB SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH V4r (42') PRECAST 2231 V41r (4V) PRECAST 1955 4b' (54') PRECAST Im 94' (64-) PRECAST 1217 9-17 (70') PRECAST 1002 F-C (7M) PRECAST 901 Tor M PRECAST 743 V4' (112') PRECAST 664 194P (125") PRECAST 475 11'4' (13n PRECAST 302 174Y (144') PRECAST 337 174' (155") PRECAST m IR-V (15B') PRECAST 279 104r (175') PREMMASED N.R. 194' (184') PREFMEBSEO NR 1T4' Wn PRESTRESSED, N.R 1V4' (=I PREIRESSED NJL 21'4' (25M PRESTRESSED N.R 274M 01541 PRESTRE59ED NJt. 24'4r PREs7D mr==marl ollmzKmm000m oommmomm� Om1111=20000 of=l=ommm 0KERm000v mmmomov� mmovoov 0®DODiC.C"1. �m000mo �m000c�*�r! o�mvomo OEM mamKmK=llmTm::rl oom0000 ommoot�!t�! oommo�o oom0000 o©m0000 O "mm000 ©omomoo ©oomo�o 000�o©o ©oosm""®0 scumEmm""mm �00��00 �K::mm--mKmmmm0 00EM mmm®00 mm0000m o©oo©oo ( 7 N.R. 1a1 I 1N 1 440 1 444 I 414 I 1a" I I= (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 61010�6M18 1 SAFE LOAD . POUNDS PER LINEAR FOOT 74r (429 PRECAST 10M 1024 10BS 74r (42') PRECAST 00 M PRECAST 755 753 13M P4T (4n PRECAST 4'4P (541 PRECAST 592 801 1073 4'4Y Mq PRECAST SW M PRECAST 411 411 745 94- %C) PRECAST V-10' (M9 PRECAST 340 339 616 V-10' (M PRECAST 94r (78') PRECAST 507 721 490 " (789 PRECAST Tor (90') PRECAST 424 534 363 T4Y M PRECAST V4" (112') PRECAST US 512 230 V-C Oin PRECAST low (IN) PRECAST 234 401 150 1V4f (12n PRECAST 111-4' (IWI PRECAST MO 40 IN 11'4' (135') PRECAST 17-V (1"') PRECAST 2" 402 137 174M (1M') PRECAST 174' (IM PRECAST 217 324 110 1" (1W) PRECAST 14'4Y (IW) PRECAST 2D8 293 100 14'4Y (16&� PRECAST 14'4T (175') PREffIREM N.R. 204 91 iw r om PRE 194' (184") PRESTRESSED N.R 250 53 194' (184') PRESTRE M 1T4' PM PRESTRE88ED N.R. 104 54 1T4' wn PRESIR 1V4' Mr) PRESTRESSED N.R. 148 62 1V4' Mn PRESTWMED 21'4' (25C) N.R. 125 42 2114' (25n PRE 2741' (Ml PPE87ROM N.R. 116 40 27-0' (2541 PRESTRESSED 24'4Y Mn PR6MWMED N.R. 91 s3 2W-W (2BSJ PRESIRFPBED (%) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VA AIES STATED ABOVE • PROVIDE MINIMUM 4' OF BEARING PAST EACH BIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-0RETE DIVISION ACCEPTANCE* 1"126.03 F a a FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" i"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.00m AA I: 0003325 A 1B a Y � S 14 a BtMDIV. & LORI SILVERADO LOT #3 BLK #17 PROJECT# 04128.002-03171 MODEU 4EHB "2605-HAYDEN" GARAGE 8111IING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP. rPpAtwT 10/09/19 SCALE: 1/4"=1'-0" 8HEET s2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK -- 30" TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=T-a' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM / #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP IT IS THIS ENGINEER'S INTENT THAT XFXX-1T/1M10B INDICATES A DOUBLE BOND BEAM AND XFXX - 1T10M10B INDICATES A SINGLE BOND BEAM WINDOW ' •3 PRE-CASTtAT a C WINDOW Z SILL � SLOPE PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED 1. PLACE LINTEL 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) #5 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 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. HD:fH ' # OF 05'S, IN 2ND BOND BEAM COURSE 16-1 T/1 / B NOMINAL—� HEIGHT # OF #5'S, TOP BOND BEAM COURSE # OF #VS, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1l2"=1'0" TYRBB BON bj BOND BEAM t#5 TYP. 8'x16" �p BOND BEAM r' BX16 D8L BOND TOP OF BEAM W/ (i) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .ti: BOND BEAM GROUT SOLID FROM OP LINTEL TO TOP OF BOND OF OPENING BEAM SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) 05 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR n Sx8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS TnP de Eb .410 SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Se FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" WODD SEC7WN FAS1MSPACM d. =2' MIN, 2 }" MAX s.=2}'MIN, 9"MAX MW s =17' MIN, 2 }" MAX ed = }" MIN, 2 }" MAX d6 =2' MIN, 2 }" MAX s.=2 " MIN, 9"MAX ow s,=1} MIN, 2}"MAX ed =t" MIN, 2 }" MAX d. =2' MIN, 2 }' MAX s.=2 tMIN, 9"MAX & =1 }"MIN, 2 }'MAX' ed = t MIN, 2}" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT 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 s = SPACING BETWEEN ROWS OF FASTENERS d = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA #: 0003326 � Y ppp Q�loll, UDDIV. SILVER ADO LOT #37ASBLK # PROJECT# 04128.002-03171 MODEL. 4EHB "2605-HAYDEN" GARAGE SMIMG: RIGHT PAGE: DETAILS 50 MPH EXP. DRnqT A=: 10/09/ 99 SCALE: 1/4"=1'-0" SiiEET s2AA FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 112" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, S. 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 PBS36, .177" " x 2 718" LONG, WTH 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 I ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI 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 F' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SDI & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 X'x5)V) SYP. USP HTT4 W15/8' DIA 5/S3.IA PT., WOOD POST x 5" EXP. BOLT r-------- FIRE 3/4" SUB FLOOR 2X4 NAILER PRE-ENG. FOR DRAFT STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I i 3/4" PLYWOOD DRAFTSTOP PRE-ENG. FLR. JOISTS II 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS GIRDER TO CMU WALL V LGUM28.2 W/(8)%w W BOLTS AND (S) WS3 V SCREWS TO GO FIRST FLOOR FRAMING PLAN SCALE: 114" = 1'-W OWT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 401-774-4078 www.abdesigngroup.com AA •: 0003325 a>Y � gGsi h 3UBDM Aa L.OT SILVERADO LOT #3 BLK #17 PROJECT# 04128.002-03171 MODEL: 4EHB "2605— HAYDEN" GARAGE EKING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH EXP. 50 09 ROLMD a 93M L AR No sa DATE: rRMT SO/09/19 aCAL.E: 1/4"=1'-0" B*EM P S3 NGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR RAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR "ROOF/WALUFLOOR ITH (9)10d x 1 1/2" NAILS TO SHEATHING RUSE EA PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT. DEL PLY, A PT SYP #2 Z'X6A f-0" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 10 TO TRUSS. FL#17680 ND OVER TRUSS (NOT NAILS, 2 ROWS, 3' O/C TO 842) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY 10d x 1 1/7, TO TRUSS EA STRAP. FL#17680 SED IN CONJUNCTION WITH CONNECTOR. DEL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17680 lx2, 2x WOOD FASCIA (A) USP LUGT2 W/ (5)1/49<W POWERS SEE ARCHITECTURAL WEDGE BOLT& (16)16 GALV. NAILS TO 2x SECURED W/ (3) led TRUSS (2PLV)#FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4'X6" WEDGE BOLTS AND bQ SECURED W/ 1 Od TRUSSES 0! 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#8223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 17' O/C FOR REVIEW 16d 2x SECUREDON AND APPROVAL N GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 6' EACH WAY OF BOLTS MASONRY BOND BEAM 17, O/C SEE SCHEDULE SEE SCHEDULE.. A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 USE, L:710LBS (1 STRAP) 8 ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 1 B TYPICAL ROOF GIRDER CONNECTOR(§) 2A 26 A 4-1 GIRDER CONNECTOR(§) # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)114" x 2 1/4' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �--- TAP CONS MIN. 7' COVER 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/(3) 12d ® EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAGE U COVER 5 TRUSSES) R-0' O.C. (AT SHEATHING W/ 100012 HPG COMMON NAILS. SEAMS) V-0" TO 30'-0" (1) "X" BRACE EACH END TOTAL OF 10 30'-l" TO 60'-0 (3)'X' BRACE SECURE PT. PLATE (1)"X" BRACE@ CENTER TO BLK W/ /2' DIA 1I FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/HIGH 7' TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2)10d'e Q EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DEL TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL BD. - ° °. BLOCK WALL W/ GABLE END PRE-ENGID TRUSS SCALE:34"=1' 7' r_�GIRDER/WOOD POST CONNECTIONS • 1 �M: FLOORUSS CONNECTION @ L.B.W. N4"=l'-0' (NO UPLIFT) DEPTH 1/4•D —HOLE EDGE >5/8" -HOLE DIAMETER 2/5°D SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS LIMITS V SCALE: 1 1/2"=1'-0" EDGE >5/6' C - USP THOH28-2 G < 2400 USE, U < 2560 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, S' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 HOLE DIAMETER D - USP THDH28-2 G <4800 USE, U <2650 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. < 3/5`D DBL. STUD EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4- WEDGE-SOLTIJ43OLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" SEDGE CENTRAL 27MAx. w/ B° EDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE TYP. 7VP. CHEDUL SCHEDULE SEE FRAMING PLAN LEDGER BOARD SPLICE (OR END • • • • • • • • • LEDGER BDJ 7 g -E SCHEDULE FOR SEE LEDGER W EooE LEDGGeRseYOPAR.o io sE )LT SIZE 5ItZ SCHEDULE USE D R B ARDT. IN. EMBED. (TVP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" FRONT ALL AROUND BOLT, LEDGER pEr 2. END OF FROM AND REAR H.Z LEDGER SHOULD LAP A MIN OF 4'4". 3. ALL BOLTS TO HAVE SYP Pf Z WASHERS i 4. EXP. BOLTS/J-BOLTS S' (2) 2X8 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN W O/C. LEDGER IB FLOOR JOIST LEDGER SCHEDULE MARK I SIZE I BOLT SIZE INN. END DIET CBYDiAL SPACING A DOUBLE 2x8 1/2' 6' 16' O/C E DOUBLE 200 (2) 3/4" 6' 22' O/C WOOD LEDGER DETAIL DETAIL 10 SCALE: 3/4"=1SCALE: "_ -0� THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. „ ALTERNATE MATERIALS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 Q eUDDiv ac LOT SILVERADO LOT #3 BLK #17 PROJECT* 04128.002-03171 MODZU 4EHB "2605— HAYDEN" GARAGE swINO: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. 19 DATE: 10/09/19 SCALE: 1/4"=1'-0" SHEET S 3.1 A. USP LFTA6 Wl (16) 8d COMMON NAILS 2x STUDS - USP LFTA6 W/ (16) 8d EACH END DBL PT 26 BUCNG BETWEEN COMMON NAILS, EACH FL#17244 TRUSSES W/ 10d 07 O.C. 1ST PLY END EVERY STUD OR ON INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS x 7' FLOOR DECK EACH END OF "BUNDLE" STAGGERED UPPER PLY INTO 2x6 NI LONG Q 3" O.C.; OF STUDS BELOW #8 WOOD SCREWS STAGGERED NI PLYWOOD FLOOR x 7'LONG Q 3"O.C.; ASSHOWN Bj DBL 2X8 LEDGER SHEATHING STAGGERED OFF CENTERLINE OFF 2x6; NI Ty1N1, TO CMU W/ 1/2' EXP. BOLT 8"CMU WALL SHOWN 8" CMU WALL AT 16'AND 8" FROM NI REINF PER PLAN REINF PER PLAN END W/ MIN 6.12" EMBED. USP A3 EA FLOOR DECK PER ELEVATION TRUSS q" PER ELEVATION O 15� NAILING PATTERN Z pOU NALING PATTERN O O �Q$ `L K �Q$w 2x6 PT TERMINATION PER ELEVATION m PER EL V TION mEK 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL 24" M PRE-ENGINEERED WOOD EACH TRUSS W/ (3)16d COMMON W/ (8) 3/16" ° x 4 TAPCONS 2x4 P.T. CEILING PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILS PROVIDE 2-TRUSS LAP NAILER W/ FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) SPLICE LOCATED EITHER TOP OR MASONRY NAILS FRAMING PLAN) BL 2X10 LEDGER MASONRY NAILS BOTTOM OF FLOOR TRUSS, USP SPTH4/SPTH6 BTM. a 17' O.C. 1T O.C. TYPICALLY 19-0" BUT REFER TO FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP 1X2 FIRE -STOP TRUSS ENGINEERING GIRDER TRUSS 1/7'HOG NAILS FL#17239 SECTION DETAIL SECTION DETAIL 2x4 STRONGBACK, WALL / FLOOR FRAMING, AT TRUSSES BEARING AT TRUSSES PARALLEL BRACING TRUSS PARALLEL TO WALL ON EXTERIOR WALL EXTERIOR WALL OfFLL02�01R 2 SCALE: 3/4"=1'- 3 SCALE: 3/4"=1'-0 4TO SCALE:34"=1'-0 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. #8 WOOD SCREWS STAGGERED UPPER PLY INTO 2x6 x 7' LONG ® 3" O.C.; NI BELOW STAGGERED OFF CENTERLINE OFF 2x6; ////////_' 3/4" AS SHOWN IM ER TO CM END W/ MINDS 1 EMBEAT Dff' D. YI 8" CMU WALL REINF PER PLAN FLOGRDE jlf— /4" NAILING PATTERN 24" M `PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS a17'o.c. REPAIR DETAIL IF 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=I- SECURE 26 PT. PLATE TO BILK - W/ 1l2" DIA. ANCHOR SOLT W/7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO N8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'Z'O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) Q 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE —CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-7744078 wwwmbdeslgngroup.com AA #: 0003325 �Sfi �S O d g J Lit 4A 8 A� sunDIV. & LOT: SILVERADO LOT #3 BLK #17 PROJECT/ 04128.002-03171 MODEL 4EHB "2605-HAYDEN" GARAGE sWING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. IOCT DATE: 10/09/19 SHEET S3.1B PRE-ENGINEERED �� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA 0: 0003325 Y 4 J — OBQQ p BQQJ BUDDIV. ae LOT: SILVERADO LOT #3 BLK #17 PROJECT# 04128.002-03171 MODEL: 4EHB "2605-HAYDEN" GARAGE 91rMG: RIGHT PAGE: DETAILS 50 MPH EXP. DATE: 10/09/19 BCALE: 1/4"=V-0" BPIEET S3.1C 5'•B" 17'-4" 14'-0" 2'-0" 1 4 2.1 1 J W U U Do J v J - LL p� CH gk 1 O'-0 314" TOP OF DECK — —OPEN ' W b a ----------------------- i —� T-4" 7'-0" 2'-0" 21'-8" 39'-B" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA 8: 0003325 y J 5 Is � Q 44 i 9tmDIV. AO X"071 SILVERADO LOT #3 BLK #17 PROJECT* 04128.002-03171 MODEr1 4EHB "2605- HAYDEN" GARAGE 81rING: RIGHT PAGE: SECOND FLOOR DECK PLAN 50 MPH EXP. R 0/09/19/4"=1'-0" RINT 4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 A 3 J j J fill[ � LOI avBDIV. & LOT SILVERADO LOT #3 BLK #17 PROJECT* 04128.002-03171 MODEL: 4EHB "2605-HAYDEN" GARAGE O IMO: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 50 MPH EXP. 19 R10/09/19/4"=1'-0".2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER Q 16" O.C. 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 DESCRIPTION REMARK Q (2)2X8 BEAM SCHEDULE ROZM 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 (�I) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP 1 MID SIZE SPACING 881 MASONRY 3000 8x16 (1)t15 (1)R6 N/A GROUTED SOLID B82 MASONRY 3000 Sx8 (1)05 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 0-4 — SAFE LOAD - POUNDS PER LINEAR FOOT r'4—^ SAFPILF AD 0— SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH RN F840 Ma.N amDOa F,au F+►� arts,e aP1008" amm!;8:004 "vPoOB mwis 4N8Oa Mama TYPE LENGTH SUS 8F8 RCMU TYPE LENGTH IRF1r owu Ffa4T FMar F1str Ftsa7 evmtr Faoor erx�,7 wwv eRmtt main era47 Naar 3'd (42� PRECAST 2231 701a N,4 Ma m7 am iwal V4r (42') PRECAST 1026 1024 1698 g4I• (42� PRECAST 1m am 306 4m am Nat roM am 4m Mu Ian ,oaw ttm ,m am aa4 4m as MM roM 4'4• (46') PRECAST IM 24M toll am 4m M4 Mar 4'd (41r) PRECAST 7B6 763 1309 V-W (46') PRECAST 1m am am an" INS aM am am 4m Mia Tan taw Itm 1m am am we 4m S M am V-r PRECAST 1N9 taw MIS eat am4mIan 4'6' (64� PRECAST 6B1 1073 4'i" (64� PRECAST2w wM 2707 33M 4m nit aM(6{� 4an M1a Tan,ata iim ,107 a4o 27n Gaol 4"m o++ aa»6'i' (04') PRECAST 1217 SMal"4Was.mSi' (8"9 PRECAST 411 411 745 9i• (6a9 PRECAST lots tri Pa" nw am awl 4a1 Ma am aw to" 7776 SM see aw aan 4m 9-1d' (70') PRECAST 1002 Im tm aM4 am a,ro s-16• (76") PRECAST 340 330 016 s-IW (70') PRECAST � M "a am On � � wo m up Zm 2m SM am 4+a V4r (781 PRECAST 906 taw M77 3M aoM SM 4m awt 7-0' (78') PRECAST 507 7T7 4B0 8'41' (78') PRECJIBT m , am Mid taw Gin a4w aM mo t wM m 74a7 tm taw 2/w Gaol a7/2 r e• lam") PRECAST 748 loll Ina SM 22M aw SM, am Td' (90•) PRECAST 424 534 363 r- ISO-) PRECAST 7a 1 taw sa27 am loll 77w m, am lot SM. 0472 727 law 104 2a6 Mw 2m M2a V-4' „ PRECAST ( 2') 664 m 1100 law 2m am SM aaa Pi• (112� PRECAST 326 512 230 9'i' (,ir7 PRECAST m 7w t ,47 tM 2,n taw m I" tan Saw am wasm "m m an tau no taw net am ( 2e•1 PRECAST 1mr , 475 an m 129 2m n» 2w m1" 10'4P (126') PRECAST 264 4m 16o 10'4r (i2r) PRwAsr m m a" ,to 1 2M1 m ma +m wa mt 4M4 as m ,m u7a 17q am am 11'4' (136� PRECAST 362 m m ,m im a1a SM 4m +Ti• (198) PRECAST 280 462 164 ,7'i• (188) PRECAST n4 m m tw /A trol m m Im ism 2Ma Mal 40w 4w "N ,N2 tsu MS. MN IZ4r (144') PRECAST 337 "4o an law 1m Ma Sa" a"a 12-W (1441 PRECAST 244 402 137 ,r4r (144-) PRECAST 4ro 4a 724 m 17 1m sM en ,wi law aua 2m aea sm m as ,m , to o Gaol 17i• (16D') PRECAST 296 171 7w uM 14w tm SM aw tri• (7807 PRECAST 217 824 110 734• (160") PRECAST 4u m aN 7w m , tm 47/ m Nn 14n ,m tau eau 421 400 m im Im tm 14'P (166� PRECAST 279 4w 7w tm 1m 1aa 2m tea 14'-0' (168� PRECAST 206 ze3 100 1/'-0• (,66, PRECAST m m m 7w m taw 407w Ma im MM M27 aMo Mo 4:5 m1m ,w7 14-4r (,767 PRE87FMO N.R NR NR N, N/ SIR NA N6 14'-8' (176') PRE8TRE89ED N.R 264 81 14'-0' (176� PREBTRE88ED s am m m an waaf m isoad m ,M 1181 Iiw 41 m taro taa faM wn 2na IN-C (1841 PREFIFIESSED N.R. Ni m NR NI IM Ni NR 16'i• (164ry PRESTRESSED N.R 259 83 1Si• (184') PRESTRE66E0 214 no aM an 481 an 417 m mj lawwj M7 1480. tow ,m 412 7M 1m fin 3= = sta 1r4l• (T06') PR�'11 ED NA M+ m Nit IR NI N7 Nl tri' p PRE$IRESB® N.R. 194 64 tri' (TOR') PRl33IR tN in m m 40 an aM 70 m 7w Im $73 14n Goo 64 m us notw An IV-4- Mn(232� PRESTRESSED N.R.N NR Na Nt N7 Nl. Nl 194• Mn PRESRiE86ED N.R. 148 62 1Ci' R32') PRESTRESSED 1n IM m m m 40 447 m On w1 w7 70 IS 1977 m 4w m ,a7 tm tm (R00') PRE8TA�8FD N.R NR NR NR NR NR Nl 21 i• (2%') PRE8TRE99ED N.R. 126 42 21'i• R68') PRE87RE88ED 1a 1a aw nt W as m at m 721 m m an21'i' 1mNi tw aM m aM 1114 tm 2r41' (28{� PRE87REBBED N.R Nt NR NI NR IR J'Nft �� MC) PRESTRESSED N.R 116 40 2r4!' (2M9 PREBiRF,08ED 1n 1n to 2n 2% m 3M Ma m m m m m IS m2C41' ta" m m m to17 72a" (266') PRE NA m NI NI N7 T4'O ( PRE RR W 33 2Yd (TSB') PRE 1w m a» m m 4a 7w 04 w71w an in m 4w m m Mn (":) 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 VALUER TAKEN FROM'BAFE LOAD TAKES' BY CASTCRETE MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO AIM OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE NBTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE I NMUM 4' OF BEARING PAST EACH SIDE OF V NDOW OPB41NO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 8F18-1T/OMI08 SF18-1T/OM/OB ( +q I � GT SAM 8FISAT/01WOB ,# 1 y. 1 t ! A b � HN �S e U.N.O. PROVIDE BB2 WHERE _ ROOF TRUSSES BEAR, TOP OF WALL EL 10'-0" mow. y ¢, � � Z $ L — — J J' s* a ( 4r41 1 4 �� {X BF164T/OM/OB 2.1 E ?' 8F16.1T/OM/0B t' 8F16-1T/0W0B 8F16.1T/0M/0B 2 � I -------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com L AA S: 0003325 5 mg r I L 'A to x O BUBDrv. a6 LOT: SILVERADO LOT #3 BLK #17 PROJECT* 04128.002-03171 )1[ODEL: 4EHB "2605-HAYDEN" GARAGE >?lVWG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. F-PRINTDA 10/09/19 SCALE: 1/4"=1'-0" E EET S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10dx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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'). 6. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" 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 81ZE 8' BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 XN5 X") SYR USP HT74 W/5/S" DIA 5/S3, IA PT., WOOD POST x S' EXP. BOLT L------------------------- I ROOF FRAMING PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroup.eom L AA M: 0003325 oil 9f $ Y Y o -LLL SILVERADO LOT #3 BILK #17 1pitoilccT# 04128.002-03171 moDZIA 4EHB "2605- HAYDEN" GARAGE XTfM0: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 50 MPH EXP. DA 10/09/19 SCALE: 1/4"=1'-0" 8*1mw s6 Al 4 i• A TI` HI — ROOF WIND DESIGN PRESSURES NET (GROSS) A5CE 7-1 D ZONE 1 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"s V-D" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, NTH Sd 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 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. n �L ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RINGSHANK, 2V2' 0.120" 170,000 RIN SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/7' 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/Z' CDX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZW Z 8 0 W y� m0 NO Z 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES J , \ Q z9 Z = Q Lj (n J_ O 0 to . 0 . y N 2 J y 8 2 Q W a W LU L 5 U U) O W m CL TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS Rf1l1F CHFATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING CBd RING SHANK GUN NAILS 0 6" O.C. IN FIELIJ ` 8d RING SHANK GUN NAILS D 12' O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS a 12' O,BwIN FIELD J\ I TY. l 4"' 1 SU SUt UJILJX UCCRINU ULUCU I U ALL tAVVSCU MtMHtKS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31P. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIRBIIRNNED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 681 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Mr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64K CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-O GROUNDYMERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WDOD IN CONTACT NTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS UPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURETREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWI4ERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT _ EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2017, BtN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK 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 SOUD BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 102. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD +lonsoncuir-t 10 Pd BTM CHORD -non-In—wit WELDED WIRE MESH: WELDED W RE 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 SUPPORTED WITH T CHAIRS SPACED T-O' OC, EACH WAY, REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRACE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25" 08 BAR - 36" 95 BAR - 30" 07 BAR - 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. O F PROVIDE 38' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED 70 EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS NTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1498Z 15 PV TOP CHORD 20 psf TOP CHORD (7 PV W/ ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1Opsf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) TO I RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. RO F & LOCH LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC NTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20W. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200p3f, GUARD IN -FILL COMPONENTS: 50psf,, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOW,, ROOMS OTHER THAN SLEEPING ROOM: 40p f, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOVING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR VER FY MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM . - RUNNING BOND UNLESS OTHERWISE NOTEDLAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/S" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED NA SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB-0RADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 80 MNUTES. IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN w MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REOURED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3• FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOINDATONS): B. FOR CONCRETE EXPOSED TO EARTH AIDOR WEATHER 1-112 FOR MiAND SANLLIIt 2" FOR N8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS Mir FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 k i FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, TYPE E OR S, Fy - 35 Iw. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE. TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPPI1G1pN 91ZE TYPE PPLINO REMAftl(8 APPLIG1bN SRE TYPE 9PAGN0 REMARIL9 ttl Pi FLHRIN[i TO NABIXJR!/pgJC. GEE IIARDFNEDCgL N4111?LONG. OARAOE DDOR BIILx TOMASgMYAXMIC tld'gA NO WAEHFR TAPGON MASG&Y FASTENER �� 11/T EMBED., d'END q3T., 11T EWEOST. .0. AL EXT. p00R3 1. IT. 9EE NOTES GEE HARDENED COIL NAIL/IIT'LONO. B'Ox: BTADGEREp WINDOW,DOORI FASTENED INTO MASONRYM.QNG. GNUGE DDOR BDgI TO MA90NRY(CANC. 12'gA WI WASHER IXPPNSIIXJ BOLT N'dL d°EM-1, "ENDg3T., 3'EDGE q3T. vnrvpow3 d PT,3BEMTEa GEE HARDENEDCOIL NAILI IIT'LONO. roc STAGGERED WNDOWmpoRr FASTENED INTOMASONRYICONC. METALSTRAPYo 10ABONRY100- CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS FJtT.5W1N0 DOOR B:IL'N 2Y PT, 9EE NOlEe Q)LI .A NO WASHER 'TPPOON' FASTNER 1B OF 11Q"EMBm,E'END. gBT,11(Y EIX3E q3T. M1UNdEAfBNG WOOD WALL TO CONC SLAB 11T° EXPMLwON d'EMBFD. d"END WI WASHER BOLT 2d MC q3T., 3"EOGE q3T. 2x�WINODWBUCx 3.1M°PAFx2110• B"OC 1E-q3T., 111 P TO STEBL ODL..SEE W1 WA8F£R BTAOOEREp EOOE qBT. NOTEe NOTEB 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 / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NGA OR THE SPACING DETAILED ABOVE 6. WNDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 1.441 N. RONALD REAGAN BLVDj LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdes(gngroup.Dom AA #: 0003325 Y Q S J �I MCI >9tYBD1V. ag I40TI SILVERADO LOT ##3 BLK ##17 PitOJECTp 04128.002-03171 MODE1t 4EHB "2605—HAYDEN" GARAGE EV MG: RIGHT PAGE: DETAILS %50 MPH EXP. 19 DA1'E"" 10/09/19 sc 1/4-=1'-0" s �7 1 V 1 31153