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HomeMy WebLinkAbout35520 Stella Vast Dr=, IF 99 2000-4EHB- 5 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES REVIEW DATE JUL 17 2020 CITY OF ZEPHyRHI (, PI -AN EXAMINER 12602 TELECOM E:DFtiVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS c) INDEX OF DRAWINGS) .nn= MMyW(WE, E Bt ABV. ABOVE LAV. LAVATORY DATE D&9CRIMON DR HORTON HOMES �,I A EDITWN (Wail •AIL LOCAL AND STATE CODES .00CUPANCY - RESIDENfiAL GROUP R3 A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD cL CENTERLINE MTD. MOUNTED �,�� -STORY CM CONvERSION ARCHITECTURAL SHEET DESCRIPTION onto BID SET ISSUED PG Cl-COVER SHEET PG GN-GENERAL NOTES 02AWD ADDED ELEV. 'J' 1 'K' UTN SIDMG PER MARK BOwEB O2n0As 510 SET RE -ISSUED 12602 TELECOM DRIVE TAMPA FL 33637 > TEL: (813) 740-9720 FAX: 813 740-9715 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=150 MPH Vase=116 MPH :EVOSURE — B •I —STORY RESIDENCE — • 2-STORY RESIDENCE - MAR HEIGHT AS PER LOCAL AND STATE CODES CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONc. CONCRETE PL PROPERTY LINE SPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP P.A.G. RETURNAIRGRILL DR. DOOR REF. REFRIGERATOR IL R.O. DOWNSPOUT RM. ROOM DTL. DETAIL ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCOREEXTDR PG AL -FIRST FLOOR PLAN PG AIA-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 Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI-DETAILS 04MM FOOTING REVISIONS PER M. DOUIES �Ay� I -JOISTS RiCOIQI°ORATED INTO MASTER PLAN Otn&dg CONSTRUCTION DOCUMENTS RE-1881JED VWM ADDED VALLEY FRAMING DETAIL, UPDATED DOLLARD DETAIL gn6/1% DETAIL- 'ADDING BAR TO BOND REAM' ADDED TO 612A 02126A8 PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: 09n9/9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR r / I SQ. . CAW, S 606/M UPDATED LEDGER BOLT SIZE 4 6PACNG 06Agn REASEDI-JOISTLAYOUT IST FLR LMNG 1,104 SG!. FT. 2ND RR uvNIG 1$01 ea FT. TOTAL LIVING 2,605 Sa FT. GARAGE 431 $0. FT. PAICFIELMW III Go. PT. TOTAL ELM TC SO. FT SFT. SAO PATIO 8o So. PT. 06nV18 ADDED LED L&M TO KITCHEN : BATFRO" PER MAR, BALES ROLAND A. ABOUCHACRA AR No. 93723 DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGVr00D, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 EA' EACH S.D. SMOKE DETECTOR ELBV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.Gh7C. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR DR FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT TO S. Tor Or SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.HE B. HOSE BUT OTRWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HD- HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD PG D2-DETA ILS PG D3-DETAIS PG D4-PRODUCT APPROVAL LISTING PG WAi-BALL ASSEMBLY DETADS PG WA2-WALL ASSEMBLY DETAILSA.B. PG WAS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS mTn3A9 ADDED STONE OPTION TO ELEVATKONS'G','N','J' X' 0116A9 LEDGER DOLT SPACING REVISED I0nS/1% ADDED OPT. $'-O' CEILING;W464TO OIMM REPLACE USP CONNECTORS MTN SM1-SM CaftCTORB 0umm REVISED DETAIL ON SHEET D2 OPT. V4V CLG. HGT. 05AVM REVAM STAIRCASE AND STAIR SECTION DETAIL STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN DRAINING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INDW UNT INTERIOR W/H WWA ER HEATER PG S1.2A-DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S2-FIRST LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3.IA-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN BFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SB-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SN1-DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoslgngroup.00m AA •: 0003325 q L��s $ 2 1 aUVDIV Jls LOT: SILVERADO LOT #29 BLK #18 PROJECT* 04128.002-29181 MODEU 4EHB "2605—HAYDEN" GARAGE EWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. WMWORK 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, OWSTTE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5, THE ARCHITECT(ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13(8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2. 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 R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MNCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''%THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS,' PECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL,I llm 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 112603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES : PECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED B Y TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTEROR F91ElES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRALIED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/7 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-G1D63.11A & R703.7A. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. ME RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1l7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEM 3ERS WITH 1 1/4" TYPE'W' DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GF OUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATI ON OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOC UMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abdoeigngroup.com L AA M: 0003325 04 BUDDIV. Ae Loll SILVERADO LOT #29 BLK #18 PROJECT 04128.001-29181 MODEIe 4EHB "2605- HAYDEN" GARAGE Is1/ING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B C DEL. TOP PLATE 0 m CAA--)�BAR DETAIL SCALE, 1/2'.I'-V ARCH DTI. B SCALE: LE 42' HI HALF WALL—' CAP (2) LAYERS OF 3/4' PLYWOOD SEOUEE TREAD6 TO aTRhmm 3/4' T40 SUB FLOOR OR (2) LAYERS OF 3/4' SUD UUK3)9 3' SOM M • EA AHU GLUED N aQEWED FLOOR MATERIAL RIPS FOR STRNOER UNTMiEADVV SFIIII PER FASTENER SOLID NAILMG TO EXTEND BEYOND TNICpISS BCHEOULE OF SUS -BOOR SHEATHN6 10'-0 3/4' 2ND FIN. FLR D \ V-S' DIECs. NCsT. y \ 1 \ `^e-er+uv \ FLOORING SYSTEM (SEE FLOOR \ PRAMMG SHEET) \ \ /4' IQCK Nam \ PLATE STAIRS RISERS TO CONFON4 TO POOR 6TH 1V, \ MIITICH Own) STAIR: DATA: MM MIN. TREAD.10' MAX. RMER.T 3/4' lAr \ MAX VARIATION N RMEUSRIKADa ADJACENT TO EACH OTM 3/O' MAX VARIATION IN ANY RMER/TREHANDRAIL ]ORD TREAS s \ S T O R CIRCULAR CROSS SECTION DIA TO of 1 VW �'� I' NOSMG .AD \ -1/4'OR PROMO! EOLIVALENT GRASPAMILITY URDEM- MN W UIIDC • 3.2x12 SYP STRNSER NARROW 00 MN. ll' WDTH • D' FROM REOFORCED U2X4 OFF NARROW END 34' MM HANDRAIL HST. W COHT. DEAD OF alb -FLOOR ADHEGNE PL-400 OR GIMILARE • EA HORIZONTAL MIN 'ENCLACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON 2 4 � IN THE ENCLOSED SIDE UXTH 14' GYPMl9 S� BOARDS. FBCR 3021. SECURE W061 6'-6. O.C. STAIR SECTION C SCALE, 1/Z'.I'-®• 0 THE CLEAR SPACE 5ETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL 5E NO LESS THAN 1 1/2' HANDRAIL 6 36' AS PER F5CR R311.1.8.2 V 2X4 RE WORCC NIG 42' k IR NOTE: L av HANDRAIL ENDS SHALL BE -FI06W. CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTICNd WITH A DIAMETER OF Ii't 2' OR A NONCIRC:ULAR CROSS SECTION WITH A EAlrlrA.04EDkLW.1'.hd PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1,'4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/S'. 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 Chi THE MASONRY NAILS. 2X4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER MTO SLAB WITNN 6' OF EACH ED, 32' OG. MAX STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 0HANDRAIL SECTION D SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003328 k Y 19vsDIV. ae LOT SILVERADO LOT #29 BLK #18 1pit0imcTif04128.00-29181 MODMIA 4EHB "2605-HAYDEN" GARAGE 9WWG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 150 H EA B i SFIMILE FYPCN I6'X48' DECORATIVE SHUTTER OR EQUIVALENT FYPON BKTIIXI1 OR EQUIVALENT 2ND FLR _ BRG. HOT. 4' RAISED BAND I I I I I I I I 6' RAISED I I SAND ITYPJ I I I 2ND FIN. FLR _ 8'-S' INV- I-GT. • ENTRY I I I I TYP. I 1 4' RAISED i I I I SAND (TYP.) i I 8' RAISED SAND (TYP.) I I 0'-0' FIN. PLR _ ,�26'-8' ®LOG. W.T.-- ----------- SHAKE SIDING $ AS SPECIFIED [TYPJ 6' TRIM BOARD 6' RA18ED BAND 4' FREIZE BAND (TYP.) 2ND FLR BRG -------Mc-----------Id Ilium a�i� FRONT ELEVATION SCALE: 1/4 . V-V TEXTURED PINION OFF RIDGE VENT OFF RIDGE VENT IS'-8' TND FLR, EiRG HGT � - I I I I I I I I I 'v d I I � >- I I r~ / II C -10 I I _ 10'-0 3/4' 2ND FLR, I I FIN. FLR/BR's. HGT. -_y --- -------------------- 8'-8' CLG. HGT.,o I I ----_-------------------- I I I TYP. I I I I I I I I I I 0'-C' FIN. FLR , REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FNIS14 —FYPON 16'X62' DECORATIVE "TIER OR EQUIVALENT — 6' RAISED / BAND _ 10'-0 3/4' 21NID FIN. FILM -8'-8' CLG. HGT. _—COACH LIGHT _ ,�18'-8' 2ND FL R BIA HGT. _- 10'-0 3/4' 2ND FLR FIN. FLRJBRG. 4KaT. AREAOFATTIC L'95 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1E55/300 • 5,29 VENTILATION AREA X SQ. I FICHES PER FT.(144) • 79 L85Q. IN. MN. REQUIRED VENTILATION • .5X 7%8 IN UPPER PORTION OF ATTIC 3b L4 SO. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 39 L4 /115 TOTAL# OF VENTS REQUIRED = 3.30T 53 TOTAL# OF VENTS PROVIDED 4 'AREA OF ATTIC IS THE PERT MTER OF THE HOUSE, LESS TF E OVERHANG F)MOR OF WALLTO EXTERIOR OF WALL, NO OVERHAN 3S INCLUDED VI' THICK 2 COAT CEMENT PLAOTER APPLIED DIRECTLY TO MAOONRY 4W' G.N.V. 9-'-TYPE- KA6MMG SET M FIDEFFMA00 SHMGLEO OVER W PELT PAPER (OR APPROVED E6111VALENT 7Xi 8YP PT LEC TO MEET .bM pYIi4 D4 *S) ON T/K' IR'n8' TVAiEiDIE OAM, SMI ATHMG OR VJ' CDX PLYWOOD SECURED PER NAILMG OG 4 any AN i' 1 or_ SCFEDIAE MAX.anySET M ENDMUSH STR94GTM 1 FIN. FLR (PER LAY.) !7ND i ' IRi Sl'P RAFTERS q!� PRE-EMG'D Twree POIIE TO LEDGER AND (7) NkJ'. / _�y0'-0' FIN. FLR TO 7x6 JOIST _/ 2 .m• - - � 2Xi 01T PT LEDGER YV L12W THREADED ROD 32' OG. 4 WTMM i' OF EACH IM MAX SET M ON' PSCN Hum 81111E10TH EXPDXY MIN @MIRED. OVERHANG DETAIL A SCALE: I/2 • I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 Ilk i MM EVHDZV. & LOT SILVERADO LOT #29 BLK #18 PIROJECTIP 04128.00 -29181 MODEL: 4EHB "2605- HAYDEN" GARAGE EWING: RIGHT PAGE: FRONT & REAR ELEVATION 11 K" 150 H MR. B ECALE: 1/4"=1'-0" j A3K ELECTRICAL LEGEND SY 15M DEFINITION NOTES eDDV CUTLET 20 AMP SNMa Pau IWOV OUTLET IWV` OUTLET VO CpYaunTO4.ET vim TS GPI IVY OUTLET E"SPED "LOBO PAUL NRRA-M ITA177R INOWAW rYFa) a@ 220V OUTLET (4)UM CONECTICH GFI p �R PiTEI![�1[RWATERPROOF GROUND FAULT StlITCh4 SNATCH a -WAY OPM SNATCH 4-WAY DPW Ifi kMLL MdNISD �/ LI[M CELNG Lk714T © LED CLG LIGHT LED VAPOR ©� room LgHT VAPOR PROCP V V LIGHT QINAComw CAN evow. PAN lom PEReG.A. MIL RMl WLONT I CR1 Pel! ea. Pt. vLOW FIKIIId (SPRUL TED Er LIGHT Mrq►O IRdCESBED) 2-PAS neAP • (SuIIiW I-W.) 7' M1Uaposco T FLUOPUBCIW 4' TRACK LIGHT O PANEL METER • SD. eeTDla DETEerae eWTT. 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ISLAND (NOT ON 10701EN CIRCUIT) • DISHUAG ER DISCONNECT TO M LOOKOUT N PANEL • BATHROOM E 04"T PAN TO HAVE PIK CAPACITY OP 50 Co" WN"TT04T PMER EI.ECTROAL PROVISIONS Cr SECTION MUOU PEG! ATH EDITION f]ETIl • LAUNDRY ROOM RECEPTACLE STL4.L ER GROUND FAULT CoR=- Wopfwmlt PROTECTION POR PERSONNEL ON FEEDERS • MRNG METHOD MALL EE NON MTALLIG CAELE PM ELEOTNCAL PRDVRIOFM OF PEKE ATu ITT aou • ALL WOW TO WIPLY Wm4 ELECTRICAL PROV16101M OF TIE 1eP..R ATM m fMM). • ALL LA17•A WALL M G[LECTED mr EUILDlR AND 716E DA LNaRNG MIIeT M NlRGY eRMP-IBIT fTFE P!I! ePRueNeY) TAM. Afh [D�Id1 R441 FOR VENT OR MICRO I PATIO 0 DNM I in ROOM i ROOM - - I F'RE-WIRED CLG FAN L L SWITCH IN �- I CA15MT ♦��-- I OUTLET / FOR DW / TO 2ND FL. SWITCH �Tss77rrPP//aaTT���� / 1fLLWl27l\ P ♦♦L I I I I _ I 1 l ♦� I\ PAN. \ --- I ---.i GFI a 44' / i-P.E FOR APP. ARAGE GRI 8® I DOOR 1 — — M I III \ \ III \\ IIIBii 1 III 1 M KEYLESS III FIXTURE PRE -WIRED CLG FAN I / Foym GFI JJ�� GARAGE f9 / DOOR Iwp wl \I `\ PG IM�ES� -- PORCH PREWIRE GARAGE FIRE -WIRED CLG FAN BDRM• N2 BATH k2 /aML—AND AS G L PER BLDG. CODE 5 —_---------------------- 'j, COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-m' I L I I LED LIGHTING @ SINGLE LAV. MATH02 METER FIELD LOC. IRRIGATION OUTLET e 48' AFF. WP Panel MAN - A PANEL: 8/18 hp Cd. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Anlp M.C.B FEEDER: 3-#1 Cu T}hMJ S 1-#8 Cu (G) in 1 1 f7' C. OR 3-#2/0 AL THWN 81- 08 Cu (G) in 1 1)2" C. Wln PaN pr D.,,"- Watm I Chuutl I I Dwuk I Slab I mdptj..W PW Wln ell i 1 20 Eatwa Rw .1.GFIT.TUO 1200 1 2 S e ill 2 20 anadlon Pump 1000 4 5 e e21I Aroc.u. 40 z R sFw 1 1 7 11 e PANEL -A PANEL: 42 OIL bosaker VOLTAGE: 120 / 240 V A Ph MAIN: 150 Arrp M.L.O. FEEDER3#1 Cu TWM81-#8Cu(G) in11(Y'C. OR 3-#=ALTKAN&1-#8Cu(G)in1 Ire C. 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GENERAL MOTIN& A ELECTRICAL MAMEALS AID NOTALLATIONS SHALL CO'Rr unW LL90TROWAL FROYNI OF TEE b LIOCAL CODES, AND ALL LOCAL POWER 0, ALL ColIDucrORs SMALL M TYPE THHN/IWN tHU M NOW OTHEIUNAeL POSER COMPANY TIfANSPOR'!R GRADE PROVIDE EO AMP, W440 VOLT, I PRAM MCCNDARK ELECTRICAL SWCgM PROVIDE A-1 CO" aIt(QUN 142" CIA $CFEDILE e0 PVC OOCWT OR PROVIDE G J/O ALUTIN#1 (AL) N 2" CIA GCIECLL.E W PVC CODUn IS LESS SERVICE IS PROVIDED Or THE ELECTRIC CO'IPANT. C-OOwwTE SM TINE ELECTRIC TNN • NI Cu N 2' CON DWT OR G Cu N 2' CONDUIT. MATE A 111 SO.IT . (Arl14NANG.1 WMISI ATION SERVICE rlDRCM#4B= SNATCHANDEL[CTMO VISM IN NOMA Ne 04CLOOLM TE "W""W"GALE .nmmm RM4d iNiWT♦f•iT 7ESVII wRVNm E41R4Nea EaR•TtRNT T NT91INAL UAL AT LOW A LOW VOLT VOLTAGE CONNECTIONS 114 CU SERVICE apiaL ip ('ON ICTE , TO CONTORT[ IS CAMD I= ER STEEL Poe !ELECTRICAL PRONSICNS . W T E POOR 64,14 EQlLQtl17M7). DW DIA X 0 FT LOG C0PPM CLA7 GIRC4ND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 q Y Q MISS h D a !;4n L; BUDDIV ae LOT: SILVERADO LOT #29 BLK #18 PROJECT* 04128.002-29181 MODEIs 4EHB "2605— HAYDEN" GARAGE DWMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH W. B 1 D � 06/09/20 SCALE: 1/4•=1'-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e MY OUTLET Gs APP SNN.E POLE IIOV OUTLET IIOV OUTLET L Q CUTLET NIW W WUUCH �OR IIOV OUTLET DOW= 00000 PAUL NIpI m,,M (TAMPLR pENSTANT TYFE) TTOv OUTLET (4) WRE CON ICTION —th- OFl ExT. IMTERPROOP OUTLET GROUND FAULT NULRR!'fM DUTCH WNTC 4 3-WAY OFER MUTCH 4-WAY OPER WALL N'ICINIED LI01T CEILN6 LIfi1NT LED CLO LIGHT ©VP LED VAPOR MROOF LOW Q VP YAPOR PROW LIGHT OQ IUW3epp CAN evl•f1. V PAN I CRT PER en PT. �L I WLIGM U OM PER eGL rT. V T—c ralu'a TED EY R T ]-OILS uRAI• ® (TscEeeED) AIRO►D z•eu.e Ww • ` rein! rNTJ ARa►o I' R+1OIleCINT 4' HJIORleCONT 4� W—�— CC1 GG V TRACK LUIT Q PANEL MUTER OS.D. 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Pr1GR ATM EDITION rNTR71 • LAUNDRY RCICI RECEPTACLE SNW.L Ei aRCUO PANLT CIRCUPIPIDGNNLL IT•NTERRPT UER PROTECTION FOR • WRIIIG TIETIODON D�MALL ME NON METALLIC CAME PER ■LOC TRCAL PROVOION OF HIGR AUN ED [GEM). • ALL WOEC TO OCMPLY SITU ELECTRICAL PROVINO76 Q TFE FOG! ATN ED rGSMl • 1N Q LIG6RNG MMT e[ ENEMY ENPICIlR TYPE PER AL REWT i I i-------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' " I'-®' OEM 11ii LED LIGHTING C� DOUBLE LAV. BATH 3 LED LIGHTING @ DOUBLE LAV. OUNER'S BATH 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH:407-774-6078 FAX- 407-774-4078 www.abtles gngroup.com L AA0:0003325 h its a lLVHDIV Ae lJoT79 SILVERADO LOT #29 BLK #18 PROJECT 04128.002-29181 MODELa 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH E B N1 BCALE: 1/4"=1'—O" 1 E2 FIRST FLOOR PLUMBING PLAN SCALE: 114 . I'-m' i J � L------------------------ SECOND FLOOR PLUMBING PLAN SCALE: 114 . I'-V MAIN 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com l AA M: 0003325 14 �! a � � aVBDIV. a LOT SILVERADO LOT #29 BLK #18 PROJECT 04128.001-29181 MODEIc 4EHB "2605- HAYDEN" GARAGE 811MG: RIGHT PAGE: PLUMBING PLANS 150 PH EXP. B �I 1 8CALE: 1/4-=1'-0" 1 PLUMBING RISER DIAGRAM: 11 Pi HVAC NOTES L ALL MECHANICAL SOAP"NW SM.L IN PROVIDED WITH PROPER CLEARANCE. POR /LRVMA I M MFO, 2. ALL DUCT SYST" INSTALLED, N NON -CONDITIONED MIA& NA&L WE CONSTRICTED OP A VALLE OF NO LESS TEEN R-A RATN& ALL 6EA46 SMALL OE SEALED WITH OLASS FAB 4 MASTIC. AND INSTALLED AS PER POC 6TN EDITION (201T) MECHANICAL OLDS. CODE SECTION SOS. L ALL FLEX DUCTS SHALL 0E APPROVED UL Of CLASS 1 AMR DUCT AS FOR NFPA WA 2-aJ 4. ROOM AIR INTAKES NMUVM OE LOCATED CLOSER TMAN IO FT. FROM ANY 041MBY OR VENT OUTLET. OR SANITARY SEWER VINT OUTLET S. ALL 06"T AND OUTSIDE AIR ICU DUCTS &M.L 0E C40TRICTED OF SMOOTH OLALV. METAL OR OTHER MATlRALS AS PER PEG &TM EDITION (201T) CODE SECTION &m 6. ENCLOSED SUPPORT PLATFORR'T6 SMALL 0E CONSTMILMED N ACCORDANCE 70 FOG •TM EDITION (20M) T'NCMA ICAL CODE &M 'L OATNR0OM6 CONTANN6 OAT14TUI SNOWMW&. SPAS /ND SMILAR OATNM SHALL OE MECHANICALLY VENTI D N ACCORDANCE WITH POC •TN EDITION (201V MNCNANICAL CODE SECTION 405, s ALL E)(14MOTED BATH 0001'76 SHALL NAVE LINDI R-CUT DOOM PON MAKE410 AIR TO OE RE7110:ED. TO EpJAL AIR E 04ALOTED. IL ALL FIRE RATED CELN66 AND WALLS AH&L NAVE AN APPROVED FIRE OR FIREAMOIGE DAMMM LOCATED AT CELN6 OR WALL PENETRATION AND OR SL OBVVD WITH ACCESS DOOM TO RESET DAPPER ALL DAMPEM SMALL M INSTALLED TO M16. REGO"IMATION6 AND POC &TH EDITION (2/fl) MNCHANiCAL CODE SECTION SOT. W 61101A.0 AND OrPA M SHALL 0E FRONDED WITH OALANCINIS DAl'PEM. E DRYER BOOSTER TO M A PANTECII DOF OOOSTI R PAN OR ISM AL. FANTEGN DOF MO DRYER BOOSTER CAPACITY " LINEAR SET WITM MA)t SIX BLOOMS. SECURE STRAP TO COW, CONDENSER W/ (2)-3/I6'X2' TAP0ON6 UNITSIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE GLAD SECURE STRAP TO UNIT W/ (2) OSXI 1/4' 914T. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 121 FROM STRICTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL FITTING OR EXTENSION TO SOIL OR WASTE A9 REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT TYPN ATTIC PLENJNI----_ AIR SUPPLY AIR EVAP. TRAY LEGEND ® SUPPLY AIR DffWM m RETURN AMR GRILL ® 61064NALL OR I WAY DMUSOR SOLID LINE• SLPPLY TIWX — BOOM LN - Rl1uMRH TR1NC 1 OALANCIM DAMPER OR OW 0 C:LNS ETSIAURIT PAN CELND IID04ALJ6T FAN d L16FIT OVA OUTSIDE AIR m TNER1OSTAT m PAN-TISrJ AIR QIMLL NOTE - VAC TO HAVE PROPER PANS W/ DRAINS HRIOR WALL RETURN SUCTION AND LIQUID y REFRIGERANT LINES 1 EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE 1 PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDEN91NO UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 6TH EDITION (2011) MECHANICAL MDG. CODE SECTION 3012A HVAC DRAINS COUNTERSUNK CO. PLUG FM. OR SEE SPEC. 1'-S'X8' clow- FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN F-----------1 1 1 I I DrNI<Tir F OM LIYII�IG 1 FROM xoo� ABOVE iI�------i---------- II IIkyt IPASS I I T Im ---- ,I I -1 X� �I I KITCHEN 9TOR. I I S' S/A FROM ABOVE GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - I'-0' 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774A078 www.abdesigngroup.com AA M: 0003325 J 0 YN 1E 0 ETJHDm at LOT: SILVERADO LOT #29 BLK #18 PROJECTp 04128.002-29181 MODEL 4EHB "2605-HAYDEN" GARAGE 8WWG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B OCAXX. 1/4-=1'-0- 1 M 2X4 TOP PLATE rti� 7 COIMR lEAO PRE -PAD TRUSS UY TFIICI(7 fAAT Y O'Al M! In. CLG. BOARD7� AEp STINACTIPAL FM goommY To MWQRT 2.8 PT. YG ATTAOIED TO M.L STUDS IN CRL AS PEe PARTITIONS SUPPORTINCx FWA In' DRYWALL WALL HUNKS PLUMBING �FAN "ro MAL � jbD [1441 N. RONALD REAGAN SLVD FIXTURES AND WALL MATHER STRIP LONGWOOD,FL32750 CABINETS SHALL BE NOT vo NOT L.. 'aW011" L PH:407-7746078 LESS THAN 2x4, WHERE 'tom """10RO"L" oOM~j FAX:407-774.4078 2X4 WOOD SPACED NOT MORE moan Sam NOT our N.,,.,.,L �, �eRAroO%en wwwAA #: 00332p.com SECURE DT. AA N: 0003326 STUDS •24' THAN Ib' O.C. OR, NOT SOLI. rdaO:(r IMAM BOND PLATE TO 8LA6 W/ (U- ,s CAM �nao � �'�'� P� aALv. v Wd MASONRY or -LESS THAN 2xb, WHERE NAIL • 32. O:c. SPACED NOT MORE - (2)C40~ �B°� APP WAL RNA VVINTKAL Tex r eY anaPS wr i . TOnAx THAN 24' °R O.C. �ACK °aT° SLAB APPROVAL RM. o'-m• PIPE THROUGH BOND BEAM FIN, FILMA °`"`!' "`''� 2 GAS LINE THRU BLOCK _ 3 GARAGE DOOR JAMBS D1 SCALE:11/2'.I'-m' ""''�( TYP. INT. WALL NON-BRG. D 1 SCALE: 3/4'.I'-m' SHINGLES OVER 030 FELT PAPER FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2X4 SPF 24' O.C. MAX :CUR%tUt (2)12d NAILSFIBERGLASS EA END 2x CKING BETWEEN TRUSSES FIBERGLASS BHWJGLE;B a FIBERGLASS SHINGLES OR SYNTHETIC RWbJJ ON J' OAB. PER STRUCTURAL DETAILS OVER •30 FELT PAPER OR OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING EATHG OR k CDX OVER PRODUCI, OR SYNTHETIC PER SECTION RWbJ.1 PLYWOOD SECURED PER INSTALLED PER SEC'ION PRODUCT, PER INSTALLED ON �' ObB. SHEATHING FASTENER SCHEDULE STIFFSACK AT ALL UPRIGHTS 614EATHING OR CD ON J' O.G.B. SHEATHING 9/S' GYPSUM BOARD OR �' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR Ij' GDX PLYWOOD OR IR' HKsH SECURED PER I,_®. I,-®, SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP TYP FASTENER SCHEDULE: PRE-�' WD. TRUSS MTL. DRIP EDGE 4A FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE of+. o . STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS igSEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER 0 PRE-ENGG TRUE INSULATION R-VALUES PRE-� VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL DRIP EDGE SEEINSUE'AT�ION MY COIN FORMS FOR PRE-ENG LADLE TRUSS PR£•ENG GABLE TRUSS m, PER ELEVATION WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS ON, UL; ELEVATIONS 2x P.T. SECURED PER 5/S' GYPSUM BOARD OR IQ' 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD HMESTRUCTURAL DETAILS WINDOW ATTACNT AS PE R MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COI,T REFERENCE WINDOW ATTACHMENT AS PER CEMENT PORTLANDAPPLIED STRUCTURAL MANUFACTURES SPECIFICATIONS RE RENCE PLASTER APPLI=D DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' OZ. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING S' cm CEMENT PLASTER APPLIED STRIPS 0 In' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICMK 2 COAT 1/2' GYP. UL.•W. ' CEMENT PLASTER APPLIED 1/2. GYP. WL. DD. PORTLAND CEMENT WOOD DARE DIRECTLY TO MASONRY WOOD BABE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0 FINFLR L ' • _ J m'-0' FINFLR m'-®' FM FLR • —0'-0' FM. FLR d e °� a 6 Comm d e < a W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION ti B B NO O PENING NOTE: NO OPENING PER SECTION W5.IJ - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A >ltMDI{. AS LOT SILVERADO LOT #29 BLK #18 PROJECT 04128.001-29181 MODEL: 4EHB "2605- HAYDEN" GARAGE EITI MG: RIGHT PAGE: DETAILS 150 MPH E B (I)I-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 6 1-STORY GABLE BLOCK WALL , 1 SCALE, 3/4'.I'-C' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-10• OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D (� 6151 J A NO DATE: 06/ /20 BCALE: 1/4"=1'-O" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 430 FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R9 DJJ PER SECTION R905.1.1 ON I}' OS.B. SHEATHING ON J' OSB. SHEATHING OR p CDX PLYWOOD OR }' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE -ENS wD. 4,PIER PRE-ENG WD. TRUB R 24' OTC. MAX IfELEVATIUN 24' OG. MAX. IF IFELE `• METAL DRIP EDGE METAL DRIP EDGE 15ATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS F7R VALUES VENTED O.H. 5/8' GYPSUM BOARD ELEVATIONS OH. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. 1501mw REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE- STOP STRUCTURAL 4.1 MBUL. REFERENCE -4.1 R�I1L. STRUCTURAL Q w J Z I I w O W WINDOW ATTACHMENT w AS PER K MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 3/4' T 1'a BUBFLOOR GLUED AND NAILED 3/4' T 1 G S AWLOOR AS PER NAILING I 1/2' THICK CK, 2 COAT E GLUED AND NAILED A8 PER NAILING 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT �> SCHEDULE PORTLAND CEMENTIx p PLASTER APPLIED � PLASTELASTER APPLIED DIRECTLY TO w DIRECTLY TO w . MASONRY m MASONRY w ,� PER IX2 FIRE -STOP L VA ION IX2 PIKE -STOP ELEVATION GEE STRUCTURAL SEE STRUCTURAL R PER LEVATION ELEVATION 5/8' GYFWlM BOARD 5/8' GYFSUM BOARD OR V2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOA CLG. BO,`RD ER — — If -ELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. R-4.1 INSI IL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' 0.C. 8' CMU 1/2' GYP. U_. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP Ix2 P.T. RIRRING STRIPS • 24' Oa 8' CMU 1/2' GYP. WL. W. WOOD m%SE Q_ E tl. tl. .a ,e n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOODFL32750 PH: 407-7i4e078 FAX 407-7744078 www.abdosigngroup.com AA M 0003326 y Y 3 �4ft a Q avHDIV. Ae COT: SILVERADO LOT #29 BLK #18 PROJ28CT* 04128.002-29181 MODZL& 4EHB "2605- HAYDEN" GARAGRI 8WING: RIGHT PAGffi: DETAILS 150 MPH EXP B Im 2XS P.T. • CENTER OF DOOR HEADER SECURED WY (I)14' X VJ•ISMT WV 4' MIN EMM ON, WY 2' X 2' X I/V WASFRR 1 NUT on W) (J) IT X r ANCHOR MOLTS W/ J' X J' X N' WASHER NUT ® tGECLM 214 ON FLAT TO MLK 0 IW MASONRY NAIL0. 2X6 4ARAW DOORDOOR MUCK SECURED W/ (e)14' X S' J-MOLT OR ANCHOR ® MOLTS. W/ W MIN EIMEOPENT, WY 2' X 2' X W WASHER 4 KW. (1) WITHIN S' OF TOP. (U WITHIN V OF TIE 8TM (3)EVLN.Y SPACED. ® IN IE m O" IE - H NOTES, ALL ANCHORS STALL ME IN ACCORDANCE TO M~AC1URERY INSTALLATION INSTIWCTIONS 0EM dri 416Tl1CTIMA ARE PVXW STIODYJIR GARAGE DOOR T BUCK ATTACHMENT eesa,r w•.r.�' e' CMU 1I. DRYWALL I'X4. OR I-X2- P.T. NAILER ❑ N4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ W6' TAPCONS El (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN e' OF EACH END I 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y♦') DOOR JAMB TO BLACK +3/4 OR +b/4 UiVfl=R TO BLOCK +3/4 OR +8/4 SCALE, N.Ts. 2X4,m SECURE TO BLOCK W/ V&' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 18' OC. MAX SPACINCT. 2Xi:m SECURE TO BLOCK W/2-3{4' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0,9 WITHIN 8' OF EACH END J g• cm IV OC. MAX SPACING. J§' DRYWALL 2X8,m D I'XW OR IX2' P.T. NAILER SECURE TO BLOCK W/2-T)b' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END • MANIFACTURES DETAILS. b' OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED ),) DOOR JAMB TO BLOCK +1-1 inl 11Q1DOR TO BLACK +i-1 " SCALE: KT . 2X4m SECURE TO BLOCK W/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END A NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2>cb > SECURED TWROUG;H SECURE TO BLOCK W/2-V*' NON-STRUCTURAL j(4' TAPCONS TAPCON MIN. I-l'i (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CM MIN. EMBEDMENT 14) •DRYWALL WITHIN 8' OF EACH END 18' O.C. MAX SPACING. ❑ X4- OR 1'X2' P.T. NAILER 2X&cm SECURE TO BLOCK W/2-V 7{4' O.SPl. X 4' MIN (MIN. SHANK SIZE J45 DOOR CAGING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END MANUFACTURES DETAILS. IB' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4 ) DOOR JAMB TO HIAKCK+ -1 +1-IS/ 8 )p" /n1 TrtND01f TO HLDC ALE, KTA. 2X4,m SECURE TO BLOCK W/ W,' TAPCCNB (MIN. SHANK 81ZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XH4m SECURED THROUGH SECURE TO BLOCK W/R-%' NON-STRUCTURAL ))b' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8a, . GMU WITHIN 8' OF EACH END 4 DRYWALL IS' OC. MAX SPACING. 2X8m I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHAK SIZE." MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END • MANUFACTURES DETAILS. 18' Or -MAX SPACING.-1A NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO BLACK +2 n MBdD011 TO BLACK +2 1 4} " E, KT . 2X4= SECURE TO 18LOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 A') WITHIN WEACH END NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE • 2X6= SECURED THROUGH SECURE BLOCK W/2-%.NON-STRUCTURAL V-' TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -MW pMU MIN. EMBEDMENT I Y4) k' DRYWALL WITHIN 8' OF EACH END 4 18. O.C. MAX SPACING. a 'X4' OR I'X2' P.T. NAILER 2X8m SEA�a BLOCK W/2-!fr' DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. MDT4 IM A4 Map t P YID (DO MDT o• &) DOOR JAMB TO BLACK +3" ii+1 IILNIK)TI TO BLOCK +3" i' SCALE, N.T.S. 2X4= SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) 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-'N4' NON-STRUCTURAL fib' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8, cm WITHIN W OF EACH END J¢• DRYWALL 18' O.C. MAX SPACING. 2X&: ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' NO 2X SECURE TO TAPOONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 b' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OC. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 49 DOOR JAMB TO BLACK +3' F)l W TO BLOCK +" E, KT . 2X4= SECURE TO BLOCK WAV TAPCONS(MR SHANK SIZE 148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END • MUST BE ON OUTSIDE 4 W3' OZ. MAX SPACING. SECURED THROUGH 2X6= NON-STRUCTURAL Ilb' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-& TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Yi) • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK W/1-1/4• -36' OAJ5. X 4' MIN. TAPCONB (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ND14 MI N H®/D TO IRYf AMA f00 NOI OCR X') DOOR JAMB TO BLOCK +3-7/18' @ SCAEDNTMTO BLACK +3-7/18" 2X4® SECURE TO BLOCK W/Yi TAPCONS (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN V OF EACH END NOTE: STRUCTURAL 2X 18' OC, MAX SPACING. MUST BE ON OUTSIDE J 2X6a SECURED TWROIJGH SECURE TO BLOCK WA-1/4' NON-STROCTURAL 4' TAPCONS TAPCON MIN. 1-Ys' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3C0 MIN. EMBEDMENT I )4) 8' CM WITHIN 8' OF EACH END XJ' DRYWALL 18' OC. MAX 81RACW M ❑ I'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASNG (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IB' OC. MAX SPACING. MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLACK +3 3/ " H R HIACK + 3 4" E. N.Th. It N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebdeslgngroup.00m AA M: 0003325 auBDIV. &_LOT III SILVERADO LOT #29 BLK #18 PROJECT# 04128.002-29181 UQODEL; 4EHB °2605-HAYDEN" GARAGE 9WD9G: RIGHT PAGE: DETAILS k.150 MPH EXP. B 12 SCALE: 1/4"=1'-0" Mam" D3 OLFOLD taWID •FT.A ®FOLD OL FOLD VIUAIO n. A L CRUM • rr. e acv A •n.c Ti• OLFOLD NIW •R.A t cRAN • FR. s 1•'OLD o.uwa•mR.s 1 a!A!a • ►T. c APILD R. c ovm PT. TILL PT. G TOWN" .Dram PLAN= aoram FLAma UAL. FOLD. ga ratan. D COAT C 11M DwaaA W. I COAT wTAu kICKaR Af apron Q ICOF ( ►mmr�eaams ® KIC KO UT DETAIL WAMM Ta•n KAL (MV OR SoLow �Ncm GR) WOOD SHEATHING OR CMU •WRB LAYER •I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (GMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED WXV 'L' TYPE CONTINUOUS Z GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT F 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 "I, STUCCO WRAP) IURB LAYER 02 (FORTIFIBER------- — — BUILDINGrt PAPER) METAL LATH x—x--x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM C-647-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX- 407-774.4078 www.abdosigngroup.com AA #: 0003328 ra sfill BXMDIV de LOT SILVERADO LOT #29 BLK #18 PItOJBCT# 0412 .002-29181 MODar.c 4EHB "2605— HAYDEN" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS t.150 MPH EA B FINISH X:STUCCO 6' SELF ADHESIVE '4 OVER TOP t SIDES SELF FLASHING UNIT lA4 BLVD REA50 PREMANUF. DRYER LONGWOOD, VENT CAP (SET IN PH: 407a748078 CONT. SEALANT) Fax: 407a744078 wwwAbdesigngroup•com AA M: 0003325 SEALANT TOP t SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK Rom, r — — — —1 PIPE THROUGH WALL 1 of $ ����� S �g LL.9 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) e BUILDING PAPER UNDER 'GXA FLASH' _ LAYER 4n CUT OPENING IN STUCCOWRAP W APPROVED HOUSEWRAP FOR BOX INSTALLATION IT CUT 'X' INTO 17 i A VENT PENETRATION STUCCO SAP �B� FL SWING k SCALE- N.T.B. APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVEDUAM LAYER h STEP #1 STEP #2 APPROVED WOUSEUIRA15EL P OW WIG0 LAYER h, STJGCO WRAP ELEC. METER FIEL I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN I-F-ADHERING NO MEMBRANE _ GRADE 'D' FELT ®—SE MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE ASHIWx ADOVER PRIOR TO INSTALLING ELEC. HOUSEWRAP Ilk METER UIRB LAYHR'2, FORTIFIBER BUILDING PAPER CAVTY TO 5E FILLED STEP #3 WTHIRIGID POLYMERIC 5TEP 1*4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB 4 BASE SEALANT AT POINT COATING OVER LAYER "I STUCCO WRAP) TWAT ELEC WIRE PENETRATES — E TTYY,PICAL INWIALI gulmly. Ae LOT SILVERADO LOT #29 BLK #18 PROJECT# 04128.002-29181 M0DEL' 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 15 PH B APPLY E-Z BEAD — OVER SECTION) WRB LAYER 02 (FORTIFIBER — — — — — GRAE D' " qe BUILDING PAPER) AREA TO RECEIVE ° METAL LATH STUCCO SCRATCH COAT SEALANT T ALL METAL LATH x—x—x—x t 1 COAT OF PAINT W/BACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP #5 STEP #�o AR NOTE: UMAW 08/09 20 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT ELECTRICAL RECEPTACLE 9CALE:1/4°=a,'-0" R103.1.1 / ASTM C-841-OS, MIN. 2.5 Les. O PENETRATION OaHEET PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WA2 Uk= G TRXTION sEyac WOOD SNEATWINS DDAPMEER TWElt 81STIVE ` SAL PLAGWM uPLtdm NERM6 y \ ANElt �SISTIv! SrARreR erlaP UPATHER D/1RItlER Ine.SISTNE on RmNINaAONeRnn GALVID METAL 6.4L _ I r PLAswm 1r swxs'ST7 TRIM QASINQ ` \ ' X S' SMATM ugvv TRM MB'IDER Al GAP UACAAAJCJNM OR APPROVED SEALANT CAfiM \\ } SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (I JRB LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIRBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 Y T 4 aysa:v ae :,oT: SILVERADO LOT #29 BLK #18 Pao"=T/ 04128,002-29181 moDELa 4EH8 "2605- HAYDEN" GARAGE awndG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 2x6 SUB-BANt) W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\\ I\ 1/8' TEXTURED I \ FINISH a WOOD 1 \\ 1/2' TEXTURED \ FINISH a CMU \ METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ METAL FASCIA WRAP 2X6 SUC SAND— �t ©PLAN B `\ NOTE: NOTCH FOR 2X6 \ \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\\ \\ FOR CLARITY \ \ ROOF DECK (BEYOND) 00 `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ \ I �1/8' TEXTURED FINISH a \\ \ )WOOD, 1/2' TEXTURED FINISH a CMU 2.6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK (Z)ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A 1/8, TEXTURED FNISH • WOOD, 1/2' TEXTURED FNISH a CM METAL LATH UM LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDNG PAPER (FRAME ONLY) ROOFNG CEMENT EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL w. 3• x x x x... �4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ;. x x x x x x x x X x X J x x x x x x x x x x x x x x x x x x x x - x x x x x x x x ft x x x x x �C7`C•1Ax x .. SUB BAND DETAIL® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, LJRAPPED MIN. Y4' ABOVE BO'rTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL a STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASH ING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-7744078 www.abdosigngfoup.com AA #: 0003325 h Y f � pp � a s a OvsDiv. as LOT: SILVERADO LOT #29 BLK #18 PROJECT/ 04128.002-29181 MODE(& 4EHB "2605—HAYDEN" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH FAB 1I 1 OCAUM 1/4-=1"-0'• 1 dd A6 39'-8" FTE 1 7 IW- 4" CONC. Iw-• a SLAB I 3 O Wa. r-------- FM-16x18— —1--- ----4--� I ICI I ALE I� � O QF I 9 SLAB LL LL 20'5" 7'-5" 9 r CW-12x12 1A I , ;p O tYii F-2 4 1.1 1t I ,.1 ubi 10 N �IIOZ CWC-12x W wil 2 QIIN SSS 11 u r O w m J .q ILL I UP TO 2ND FLOOR 4„ VCa. ro (FIELD VERIFY CH SE . 0:' Y I I ' II w 8 EXACT LOCATION) � 5 0 #3 TRANSFER STEEL 0 24" O.C. MAX U ry II y 2 0'-0" FIN. ELEV. m Z I �' FIN. CONC. SLAB I 1'1 12 IoI 4 IfO 1.1 - 10" 16'-0" 2' 1 - L _ FM-i6x18_ _ _ _ m Im 4 4 ( 7, 6" 91•8" O I LL m m LL L FM-12x18_ Y . _ _ _ _ 4-- FOUNDATION PLAN SCALE: 1/4" = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION --M", SEE SURVEY PLOT FOR NGVO. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATED #5 BAR, OINDICATES #6 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 16. 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: Pm = 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 i OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS WI ..1,4 OVER 6x6 GENERAL 31/2" 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) #6s - (+)0'-0" FMA6x18 16" CONTINUOUS 18" - s + "-0" FM-20x18 20" CONTINUOUS 18.1 FMC-16x18 16" CONTINUOUS 18" a - VARIES CW-1202 12" SEE PLAN 12" -7f TA e CWC-1202 12" SEE PLAN 12" - s - VARIES F-24x24 24" 24" 12" s s TE-1 8" SEE PLAN 8" s li 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdoeigngroup.com L AA #: 0003325 MY r? M O 8UDDIV. & L07cl SILVERADO LOT #29 BLK #18 PROJECT* 04128.002-29181 MODELA 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN 150 E B DARK: 08/09/20 aCALM: 1/4"=1'-0" m*=mT S1 30" MIN. EACH WAY MONOLITHIC FOOTING z j} Z STEEL REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED a: CELL SEE PLAN FOR SIZE ANDp 4 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS • ° yt SPACING REQUIREMENTS v.s • .��.._.. �W W m J W { :I�a,. :. r,_ { '.. v �. " I GARAGE DOOR J RECESS J Q FM O Z cc 8" CMU WALL N O 8"CMU WALL > . CORNER BARS, SAME SIZE AS BAR I W = g` O io Z , .•I 1 IN FOUNDATION WITH 30" LEG EACH U `- 0-0" - 6 _"II WAY AT ALL CHANGES IN DIRECTIONS U) TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OFCONTINUOUS BARSCURBFOR EXT. PORCH SLAB" SEESLABSCHEDULE CHAMFER (1-STORY) iq 16" EXT. PORCH SLAB - V 1 ° SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1 STORY)b" I,MASONRY vCONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE -•JOINT `" UNITS SET AT ELEV: W/ 1/T ISOLATION (WHERE2"ISOLATION gAND CHAMFER (2STORY) 8"CHAMFER (2STORY)APPLICABLE) ZE SCHEDULE „ JOINT (WHERE APPLICABLE) a 6 EE SCHEDULE Z n. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), LINO r-'\EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3/a"=''-0° 2 @GARAGE SCALE:34"=1'-0 3 CORNER BARS DETAIL DOOR OPENING O _ SCALE: 3!4"=1'-0" 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/ PLAV LLI 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE W I PLANS FOR SPACING. SINGLE to NEW REINF. BAR BTM. PLATE TO BE PT. O ac SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLA''E TO 2" CAPPEO a J I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE _O Q 8 UND NAIL 16" OIC STAGGERED. W/FLANGE @ BASE O FOLLOW ALL MANF. ADDITIONAL METAL SPECIFICATIONS FOR On CONNECTORS NOT USE AND I REQUIRED WHEP NO R M F= PREPARATION OF n UPLIFT IS PRESE VT. Z HOLE. K SEE SLAB SCHEDULE SECURE FLANGE TOLLI SLAB W/(4)1/4" X 21/4"+- 0•-0• TAPCONS QQ-• TOP OF SLAB 7�...c 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) a: EQ. EQ. EE SCHEDULE FOR WxD, BAR 31ZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 5 c 6 scALE:3/a°=r-0" (NO UPLIFT) 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 VA 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE f 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/10d MASONRY NAIL 3 I]. SPACING REQUIREMENTS PROVIDE OBL, TOP PLATE 16" O/C STAGGERED. qq m U ADDITIONAL METAL CONNECTORS NOT _+ REQUIRED WHEN NO IL _ Z 8"CMU WALL UPLIFT IS PRESENT. O io • POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) b m • ° f��y TOP OF SLAB C TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING /r i. P TOP OF SLAB .a< 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO EXT. PORCH SLAB f SEE SLAB SCHEDULE �� 4"CHAMFER (iSTORY) Z Lu a ' BAR SIZMBAR GROUTED CELL, 4" FROM ENDS AND 1/2"ISOLATION 6"CHAMFER (2-STORY) M318" O.C. VERTICALLY MAX JO JOINT (WHERE a �APPLICABLE) Z MATCH STEELpyREINFORCEMENTSEE SCHEDULE6"PVC CHASE PER SCHEDULEFOR 6" PVC CHASE THRU FOOTING WxD, BAR SIZE THRU FOOTING #T AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING SCALE: 3/4"=V-0" SCALE: 3/4"-V-0" d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.wm AA 0: 0003325 !Y 4 a aysDiv at LOT: SILVERADO LOT #29 BLK #18 PROJECT* 04128.002-29181 [ODES. 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 FM: 407-7748078 FAX 407-7744078 www.abdosogroup.com L AA M: 0003325 Y e 04 q SUBDIV. ae LOT SILVERADO LOT #29 BLK #18 lipitojmcT# 04128.002-29181 MODZU 4EHB "2605- HAYDEN" OARAGE BWngG: RIGHT PAGIS: FIRST FLOOR DOWEL PLAN 150 JKH EXP. B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = l'-0" TIE VERTICALRESAR BAR WNO" HOOK OUTEDOHORIZTIONAL RBEAML /�.r ' VARIES PER ELEV. s TIE VERTICAL REBAR Z a e a ..'--�- •.. ..-.. .4 : _a a-`.' "''• TO HORIZONTAL REBAR W/ 10" HOOK a GROUTED BOND BEAM C - VARIES PER ELEV. ° 7NRONALDEAGANBLVD FL 32760 a•`a- - 48078 ao 0-44078 groupcom I: 3325 o #5 8ARS 0 10" HOOK 4 a • .� a_. I�J - ., _ m ;jD ga ° a �- -•-.�,- �° -�A-q_ O CLEAN OUT REQUIRED FOR INSPECTION -.�-r r� o] O ,�Ic wl 0'-0" FIN. FLR. r O n �+ TIE ERTICAL REBAR .a a TO HORIZONTAL •� 4 REBAR W! 10" HOOK r a 9 BAR SIZE 48 BAR DIA.�t Z C #3 18.1 #4 24" • CMU UNIT DIMENSIONS OFFSET METHOD CONTINUOUS!Zl m ARE NOMINAL SIZES BAR SIZE 48 BAR DIA. #6 36" #T 42" METHOD ##44 2,r 0 MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTAL/VERTICAL #5 30" 3 SCALE: 3/4"=V-0" REINFORCING REINFORCING #6 2 #� 4z" i SCALE: 3/4"=V-0" SCALE: 3l4"=1'-0" 'E qg i OW U > =i NEW REINF. BAR � � I SECURED W12-PART n- a EPDXY. MIN. EMBED g 6", LINO = Q FOLLOW ALL MANF. U O ( SPECIFICATIONS FOR 2 USE AND Q PREPARATION OF Z HOLE. W a �. a 4. G � STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=V-0" aUDDiv ae LOT SILVERADO LOT #29 BLK #18 PROJECT/ 04128.002-29181 MODE:r 4EHB "2605— HAYDEN" GARAGE EWING: RIGHT PAGE: DETAILS 150 MPH EXP. B 1 22 AR D&=TZ: 06/09 20 aCALM 1/4"=1'-o" aHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS. SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SUE a DESCRIPTION REMARK 1Q (2) 2X8 BEAM SCHEDULE RaMM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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) SIZE REINFORCEMENT STIRRUPS REMARKS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x16 (1)#5 1 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 F(1)#5 WA 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 SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH MIS rsa arale rtm IF12.18 rim VWN rma male rNa mots rem anau o aw visa TYPESUS LENGTH RCMU TYPE LENGTH arolT ~ nett MZ2T r,alT W%U matt ermar AWIT »War WMIT area W324T amaT 3'4' (4r' PRECAST 2231 701e 371e Nw een ew4 wa aM r8 on ��T I= IM4 1683 r{ (4n PRECABi few a»e UN 4W an N» TOOL mw 4M NI$ Tan »m IOM ISM IM 2a» An 42N ww Na 7wt 4.4' (48T PRECAST tIB6 wn 2M aaw 4wo ew, 7M ear r4' (M') PRECAST 766 763 1300 r4Y M PFWCAW law aaa aM aw6 am eM wm an 4»e N1a Tear am low III= twa 2ae a0» aR6 4em »» aom 4'fi (64T PRECAST ,590 ,2w mlo 2»I 3 m 4em um »N r-0' (6/') PRECAST � Mi t079 4'd' 04') PRECAST 1mr ma 27» aam 40a 4nl am mw 4M Nla Ten IM 1=4 IWO IW M0 IM SM 400 atl »m S4' (8{T PRECAST 1217 13" 14» 10e mw alas aM 420 BI' (NT PRECAST Nt 41t 7M r1' (649 PRECAST all I me ewe »w awl 4w2 7eN 70w 1116 Ten 1N 1010 17+6 Zoe 9e» »ea aM 4e2 6'-17 (70') PRECAST 101Q Hw Ilia IM am 250 awe we S-10' (M") PRECAST 340 339 016 8-10` (7n PRECAST om 2eea aa7 am 41» t4N teas 4a» am m t»r 2m »» a,» »a 410 r4' (767 PRECAST B00 1201 21Tr Nw awl 2797 4wa eon (7n PRECAST 507 721 400 V4' (/8') PRECAST pe mw Ulm t211 2,n 340 aaol e4» , ee» e» ,407 a» taw 27w awl ant T4• le0) PRECAST 7M loll ,Tm mw )me m» 3101 3W T4' (ID") PRECAST 424 534 303 T4' pm PRECAST 721 t , =V 322 toll 172, mR awe ww swj amm Tv W4 /eN mw am Zan 32211 FW (11 PRECAST 2•) 654 ew Iwo 1® mN 3N0 MI aaa ty{ (112� PRECAST 826 612 230 C{ (iir) PRECAST wt /» II 14m tN ne7 mw 7w +2a IW 2w1 ar M. w, a» ,aN ,ea I ,a» I 2aN 1 taw 1v4• (,20") PRECAST 176 ew aw IMF mw n7r 21» =in 10'4' (120T PRECAST 261 401 iB0 10.4' (12BT PRECAST ew ae ole , 14» , MI on "a Ion NO 2m 47N ew aw 11» 14m +7w 2we 230 „'1• (13e� PRECAST 3e2 a» w law too 24» am 4a» 11'1' (,3S') PRECAST 2eo 46z 164 11'1' (18r') PRECAST 4m SN am tar , M IM ew sN taw +eN 2Im a+n 40a K1 en 1 lam 1eN +Ne s+o ir-0" (1147 PRECAST 837 w em ,2N ae, s,» was ae» 12-W (144') PRECAST 244 402 137 12'4' (1"I PRECAST 4m 4w 7N aw „ , I- eM em 13M /w1 2,r M M2 no a10 W 17at te1 aae 1r1' (t00� PRECAST 286 M 7» We um lela »N 2wt t71' (100I PRECAST 217 924 110 13'1' (700T PRECAST 4N M e» M ae4 1 ,a» 4n Tea tom uw ta» Me 2M ya ,M 7» 71w Nt le» ir-0' (,60') PRECAST tl1 708 t»2 tam tap 2tA 2030 14'-0' (10BT PRECAST 200 283 100 14'4' (16B") PRECAST aN aw e» 7N e» 12m 442 70e loll taw ,ear 21V MO 4a 4w n7 10» t tea ,r-C (170T PRESTRESSED M M M »! M M M tr4' (17BT PRTRESSED NR 204 01 WO (IM PRESIRE88E'D »a a4a em w em aw am + Pm 1131 1734 %. lam t»t 22N 2R7 2n2 1B1' (1841 PRESTE88EDN.R. IKFL M M M M M M 181 (164') PRESTRESSED NR 09 1ST' (1S4') PRE6RE88® Tao 4w ew m aw 7» Oil- Iw 4u no neo I7w taw am Zola iT{ (2ee7 PRESTRESSEDN.R. M M IR "A M M M 7T1' p03T PR�itE88� NR 184 8< 1T{ (� pq 1a 7w H.. 4w m M m Ad ew iwoolmj m I2n ale I4m as eN wo I= ,ew 1IM 2017 1r1'M (2� 1 PRF8IRE98EDN.R. M M M M M t71' (282') PRESTRESSED N.R 1M 62 1B4' (282') PRESIRESBED Iw 7w aN 411111 M7 ew 00 Nt en m7 19a 9m 4m 7m t0» ,2» wo ,7a 21'4' (2067 PRESTRESSED M M Mt M M M M 21'i' (7f87 PRESTO NR 120 M 21'1' (20C) PRESTRESSED W /w W. ala A aw en 4w M ew ,aa a» ION Iw N2 an aN „N ,a» 14» 2r4' PC) PFA37FMBM NR M M w4 M M M M 2r4' 041 PRB1RE98ED N.R. 116 M 2r4' (W41 PRE81RESM ID ,a ,a m 2w a1a am Ra mw m40 m m24'-0' 1w Re wo 7M an Ime law (2BBT PREBTRE'88ED NAM 1 M. M M M M M �'4Y' Mr N.R.81 89 Z•'ff'1 PRE87REBBED w 1N 1m =ata 2V aw 40 41e 4w 4» 717 en em +m 2» 4w aN eN loll +ID (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKENN FROM SAFE LOAD TABLES' BY CASTGRETE MAY 2015 EDITION -PRECAST PRODUCTS BY 07HER8 TO MEET OR EXCEED VALUES STATED ABMM •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MRJIM 4' OF SEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 114" = 1'-0" C 1"I N. RONALD RFAGAN SL LONGWOOD, FL3275O PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.00m L AA X: 0003325 Is r a � � om SVaDIV. Ae LOT: SILVERADO LOT #29 BLK #18 PROJECT�1 04128.002-29181 MODEL: 4EHB "2605—HAYDEN" GARAGE awlNO: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 12 BCALE: 1/4"=1'-0" j s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP."6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1A'S 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \,\ PLACE STEEL HEIGHT MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 1#5 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST \,\,E TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6'x16" io 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 COURSE O BAR W/ 30" LAP FOR EACH REINFORCINCOURSE OF GOND FORBTHE BO OM BOND BEAM S TO EPLACED. CONT CONTINUOUS THROUGH THE COURSE OF BOND BEAM 1#5 / / R TOP OF THE LINTEL. o„ , VERTICAL REBAR W/ 10" HOOK 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. —fie 1441 N. RONALGWOOD FL 327 BLVD p��r LONGWOODD TOP OF PH: , FL 0 760 8xl6 DEL. EAEACHCOUR�;AR 78 BOND BEAM FAX ao7-77aao 8 • / `N G www.abdesigngroup.com \� SXS BOND BEAM TOP OF �, AA #: 0003325 • ��G� W/ (1) #5 BAR .y BOND BEAM t30" TYPICAL I .\Y\� U = UINFILLLLED WDI GROUT GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BO10F OF OPENING WIDTH # OF #VS, IN 2ND BOND BEAM, IF FILLED LINTBEAM COURSE #5 BAR IND BEAM ��jj%/ p SEE NOTE 5 16-1T/11Y1/ P 8x6 PRE -CAST CONCR P$9�F�Ei NOMINAL—�� LINTEL W/ (1) #5 BAR ( P� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIMASONRY CORNER OPENING-2" THAT XFXX -S THIS IT/ MroB IND CATES A DOUBLE BOND BEERS INTENT AM BEAM COURSE # OF #5'S, BOTTOM 6 8 PRE -CAST CONCR2BEAM DESEGNATION REINFORCING OF BOND BEAM ANDXFXX-tiroM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIOP AND XUXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1T/0M/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION Y o D 6 #5 BAR BENT ASSHOWN PRE -CAST :•31/4" _ WINDOW A' SILL Z ^SLOPE 40its OPEN FACE SHELL SO 1E AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER +�• BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM Wt STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS 4 SILL CONSTRUCTION AT CORNER STEP SCALE:11/2"=1'-0" SCALE: 3/4"=1'-0" d. SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF S. FILLED CELL BOND. BEAM Ed PROVIDE #5 BAR AT EACH SIDE SuBDIV. ac LOT SILVERADO LOT #29 BLK #18 PROJECT* 04128.002-29181 MODEL 4EHB "2605— HAYDEN" GARAGE SWMCF: RIGHT PAGE: DETAILS 150 MPH EXP. B WHERE: ARCH d. = END DISTANCE A S. = SPACING BETWEEN ADJACEW FASTENERS IN A ROW tr = SPACING BETWEEN ROWS OF =ASTENERS ea=EDGE DISTANCE 20 STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS %,"\ ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHME 14T 23 SCALE: 4°=1'-0" 8 SCALE: N.T.S. PRINT 0 9 0 DATE 0 SCALE: 1/4 SKEET s2.1A WOODBECTION FABTMIPACM d. =2" MIN, 2 }" MAX s.=211"MIN, V MAX mad &=1}"MIN, 2}•MAX ea =11" MIN, 2 J° MAX d• -2" MIN, 2 }" MAX M = 2 t MIN, 9" MAX mad &=1� MIN. 2}"MAX' ee - J" MIN, 2 }" MAX d. =2" MIN, 2 }• MAX S. = 2 t MIN, W MAX M21d a=1J"MIN, 2J"MAX ba=t MIN, 2} MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE C )LUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 M" HOG NAILS, FILL ALL HOLES. 2. ALL. PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. T. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, A77" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI 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 SIZE 8 BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y,"x5 Yx") SYP. H7T4 W/5/8" DIA x V' 5/S3.1A PT., WOOL) POST EXP. BOLT r- — — — — — — — - FIRE Lg------ J FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR.TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFT STOP d PRE-ENG. FLR. JOISTS 1,1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS GIRDER TO CMU WI SIWWN LGUM28-2-SD8 W/ (6) 4 TI7M HD ANCHOR AND M `I iw SDS SCREWS TO G8 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" OWT 1441 N. RONALD REAGAN BI LONGWOOD, FL 327W PH: 407-774 DO78 FAX: 407-7744078 www.abdssigngroup.00m L AA N: 0003325 3 g a >lusSm ae LOT SILVERADO LOT #29 BLK #18 PROJECT# 04128.002-29181 MODEL; 4EHB "2605— HAYDEN" GARAGE BW MG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 150 MPH EXP. B DATE 06/09/20 SCALE: 1/4"=1'-0" SHEET s3 -(i) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 J" NAILS TO TRUSS -(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 } NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER !, 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3)16d .LV. COMMON NAILS. ! SECURED W/ I Od ,LV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", B" x 4'-0" MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 1 :770 LEIS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) lee 1 a 1 b 1 c TYPICAL TRUSS/ ��� GIRDER CONNECTOR(S)SCA 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 6/8 -G FLOOR TRUSS 6/8" G GYPSUM BOARD OR 1/2"HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE STM..PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112" GYP. WL. 80. � � a FLOOR TRUSS CONNECTION @ L.B.W. Y sDALE:314"=V-0" (NO UPLIFT) NOTCH DEPTH IWO OLE EDGE >518" HOLE DIAMETER < 2/5•D SGL. STUD OUTER 113 SPAN ONLY OFY —HOLE EDGE >5/8" PLATE STUD NOTCHING i>��� 1/2"=1'-0" HOLE DIAMETER 3/5"D DBL. STUD ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --� TRUSS ANCHOR WITH (9)1 Dd x i }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 1 2x SECURED W/ (3)16d GALV. COMMON NAILS. SE MASONRY BON( ix2 SECURED W/ IDd GALV. COMMON NAILS BEAM 12"O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX, TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. .A-(1) SIMPSON LGT3SDS2.6 GIRDER TIEDOWN WITH (4) t" x 5" TITEN HO TO CMU AND (12) SOS }'x2} TO GIRDER B-(i) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) SOS k x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }" x VTITEN HD TO CMU AND (18) SOS }'x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = B885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(§) LSTAI2 20 GAUGE W/ IOdx112 HDG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER j:L,T 8" A.B. WITH LAID BEDMENT (18) 16d x S TO POST., DIRECTLY GIRDER/WOOD POST CONNECTIONS 5 C - SIMPSONHGUS28-2 G - 2400 LBS, U < 2560 LBS Wl (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 D-SIMPSONHGUS28-2 G < 4800 LBS, U <2660 LBS W/ (4) 3/4- WEDGE 3OLTIJ-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 E - SIMPSONHGUS28-3 G . 48DO LBS, U . 2650 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3l4"=1'-0" 1111100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4)114" x 2 1 W TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-9* 5' EDGE CENTRAL 22" MAX w/ WEDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE �CHEDLILt SCHEDULE EE FRAMING PLAN T1'P TYP P BOARD SPLICE (OR END OF • • • • • • • • • • LEDGER SO.) :E SCHEDULEFOR SEELEDGER 2' iy FROM iE BOARD 5LT SIZE 5 1/2" SCHEDULE XIO TO BE ABED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2, END OF FRONT AND REAR Z LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE Z WASHERS �o 4. EXP. BOLTS/J-BOLTS (2) 2X8 SHOULD NOT BE ANY SYP PT CLOSER THAN 6" 0/C. FROM LEDGER (2) 2X10 i m � SYP PT �Z REAR LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE ISOLTSIZE WN.END016T CEMAVACM A I DOUBLE 2X8 1 1/2" 1 8"1 16" O/C E I DOUBLE 2x10 1 (2) 3/4' 1 ".I Or O/C WOOD LEDGER DETAIL 10 SCALE: 3/4"=T-0" (2) 2X4 No.2 SYP DIAG. 2x411OCKING BETWEEN BRACE W/(3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X$NACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEA AS) 30'-1" TO 60'-0 (3) 7' BRACE SECURE 2X8 PT. PLATE (1) "X' BRACE (M CENTER TO B-K W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCI iOR BOLT W/ 2" FROM CENTER TO END. WAS iER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SEC(IRE GABLE TO 2X8 P.T. ELATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CON-. 2x4 SECURED W/ (2)1( d's ® EACH TRUSS TO B = INSTALLED 0 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. %1 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-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 CAPACITIE:i AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARi- SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-T 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngtoup.com L AA #: 0003325 ]L ds� W �iS Irr avnDM a. LOT: SILVERADO LOT #29 BLK #18 PROJECT# 04128.002-29181 HODEU 4EHB "2605— HAYDEN" GARAGE BWMG: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 150 H EXP. B FLOOR DECK SIMPSON HB W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF"BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)Bd COMM^•' •••" " EACH END t/4 D8L PT 2x68LK'NG BETWEEN TRUSSES W/ iOd Q 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 MI BELOW #8 WOOD SCREWS x 2" LONG (N 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 8" CMU WALL "AS SHOW N REINF PER PLAN SON A23 PER ELEVATION jj_EA TRUSS III a/4. o ; NAILING PATTERN 3In #8 WOOD SCREWS x 2 LONG @ W O.C.; STAGGERED NI AS SHOWN (M DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT lYlli', 8" CMU WALL AT 16" O.C. AND W FROM NI REINF PER PLAN END W/ MIN 5.1/2" EMBED. FLOOR DECK PER ELEVATION LL : YI ' Z_ J*JUNO PATTIBRN 2z6 PT TERMINATION—� `• '-'- '""`-"""'" 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL T PRE-ENGINEERED WOOD EACH TRUSS W/ (3) 16d COMMON W/ (6) 3118" ° z 4 TAPCONS 20 P.T. CEILING PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24 MA) 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) MASONRY NAILS BL 2X70 LEDGER BOTTOM OF FLOOR TRUSS, SIMPSON SPH4/SPH6 BTM. � 12° O.C. 0 12" O.C. TYPICALLY 10'-O" BUT REFER TO FLOOR TRUSS OR PLATE STRAPS W/ IOd x 1 1X2 FIRE -STOP 1X2 FIRESTOP GIRDER TRUSS TRUSS ENGINEERING 1/2"HDGNAILS SECTION DETAIL SECTION DETAIL 2x4 STRONGBACK, WALL / FLOOR FRAMING, AT TRUSSES BEARING AT TRUSSES PAFALLEL FLOOR BRACING 2 TRUSS PARALLEL TO WALL 3 ON EXTERIOR WALL 4 TO EXTERIOR WALL SCALE 3/4"=1'-0" SCALE: 3l4"=1'-0" SCALE: 3l4"=1'-0" SCALE: 314"=T-0" PRE-ENG GABLE TRUSS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ tOd 3" O.C. 1 ST PLY AT FIRST TWO BAYS 4'-0" O.C. (AT INTO LEDGER AND 10d ® 3" O.C. #8 WOOD SCREWS SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. BELOW STAGGERED OFF MAX CENTERLINE OFF 24; O 3/4" AS SHOWN OIIL2X8 LEDGER 8" CMU WALL TO CMU W/ 1@" EXP. BOLT NI 8' CM PER PLAN AT 16" O.C. AND B" FROM FOR STRAPPING END W/ MIN 5-1/2"EMBED. VERIFY PER E VATION FLOOR DEC I'I �'4„ SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN LL �JI1H�- '" W/ 1/2" DIA. ANCHOR BOLT W/ 2" . s NAILING PATTERN WASHER SET IN HIGH ). to S0 STRENGTH EPDXY 6" MIN. 3 Uv EMBED. AT 32" OC MAX. SECURE PLATEW/ 12d's 8TO.CC.. MAX I1' 24 �-PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS Utz O.C. REPAIR DETAIL IF iX2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 kl,SCALE: 3/4"=1'-0" CONC.POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2) tOds @ EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3l4"=1'-0" i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abd"gngroup.com AA #: 0003326 Y d go 4 8v9D1V ae LWO SILVERADO LOT #29 BLK #18 PROJECTIM 04128.002-29181 UODEEe 4EHB "2605—HAYDEN" GARAGE 81RNG: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 150 XPH EXP. B PRE-ENGINEERED %� VALLEY TRUSS CONNECTION 1441 N. RONALD RFAGAN 6l LONGWOOD, FL32780 PH: 407-774-6078 FAK 407-774-4078 www.abdesigngroup.com L AA N: 0003325 jt� ss b 6 SILVERADO LOT #29 BLK #18 PROJECT/ 04128.002-29181 MoDEr1 4EHB "2605— HAYDEN" GARAGE BMWO: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. T. LINTELS SHALL HAVE 4• NOMINAL BEARING (4") 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" • x 2 7/8" LONG, WITH WASHER @, 18" 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'-01, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIFTTION REMARK 1Q (2) 2XII BEAM SCHEDULE INDICATES OPENING BELOW I 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 fo (psi) SIZEREINFORCEMENT WXH, STIRRUPS REMARKS ATM. TOP MID SIZE SPACING BB7 MASONRY 3000 8x18 (1)#5 (1)#5 NIA GROUTED SOLID B82 MASONRY 3000 8x8 (i)#8 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 1 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS r'�•_ SAFE LOAD - POUNDS PER LINEAR FOOT 0-ro^ SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE Mk r+ wrDaae ryas MA"M waa TYPE LENGTH KIS SFS RCMU TYPE LENGTH e7e4T war r1afT W12ar r,e.1T rum WSW raw r2mT ra,aT r2e4T rlaar raf•,T e7aaar 3'd (42-) PRECAST 11 T-r (427) PRECAST 1025 1024 15M 3'd (4r) PRECAST tw aw rM 4w am a+M taot 1w aw 3W 4304 am mn Tam 4'd (401 PRECAST 1I68 4'd (4n PRECAST 765 783 1309 N-V (4r) PRECAST ,w far aw 3me 490 ON rA tar far aw ame 4"o am ew 4'd (M') PRECAST 16I6 4'd (6P) PRECAST 02 SM Nor (M9 PRECAST 1m 20r 9I7 »r 4w 4711 ape 1m far fw 3ar 4au 47,t WM 94' (64') PRECAST 1217 6'P (M') PRECAST 111 411 9d (M9 PRECAST tw 22r ma aer art 4w w ITN me rr aw wi 402 V-10- (m PRECI1ST 1002 V-IW (70') PRECAST 340 339 E,745 6'-+0• (70•) PRECAST w Mr au! rr Nrw far 2M 2w 3,r aw 4W Vd 0'67 PRECAST 606Vd M PRECAST 607 721 Vd (7n PRECAST w , f no w uat ,w aarTd 0169 PRECAST 749 Td 810') PRECJ$'i 124 334 Td 8b'1 PRECAST m 1 , aw fr7 am rn , ,er for aw 2r7 aar V41" (112') PRECAST BM yr (11r) PRECAST 326 512 230 Y-C (11r) PRECAST w „ 147 180" �7°7 71N w w 1m /6N tw nr will 1Vd (12n PRECAST 475 tad (12r) PRECAST 2M 401 180 10'd (12n PRECAST w w w 1/0 , n11 m w „r ,4r IM nr 2w 1,'d (IW) PRECAST sea 71V• (138� PRECAST 2eo 462 1M 11'-4• (,38') PRECAST A4 w w low. 1n tat Im 4" am , ,an ,w +ma a1n ,rd (144') PRECAST 397 1rd (144� PR@CABT 244 402 137 1zd (+MO PRECAST 4M 4r 724 w 11 ,M 470 w w tar , tmq„ :w IS-V (16V') PRECAST 21 1Sd (180") PRECAST 217 324 110 134• (,60') PRECAST 4N w WY tr w 1 tar 411 w 7r tin trt 14'd (186� PRECAST 276 141W (IWj PRECAST 206 20 100 14'd (1M) PRECAST w m w n, w I= /N 4n rn 1w 11r 14'd (IM P N.R. IV4r (17" PREPRE88ED NA 284 97 IV4r (176) PWITRE88ED w w w w w w er w m 1 w III 1131 17M 1B�• (7M') PII68IREBBW N.R 19-C (164') PRWIREED N.R. 250 83 164' (1M') PRESTRESSED m 713 w 4r aN ® w w m1 ,w 1T1• Wn P N.R. tip' RIB') PREBIRIMED N.R. iM M Irw on P w ,r w 3r 4r w em 70 w 7r ,SH Va. 147a 1V-0 1232') PR�7REBBED NI 19-C Mn PRE81 N.R 148 62 19-C RB29 ppEFlAE88ED m it w m w m 4a rl ea M1 w 747 tm 214• Mn PRESTRESSED N.R 21'd• Wn PRESTRESSED NA 125 42 21'-C On PFA37RENO ! Ill w m w ar m rr 40 7r w w w ,w 2rd (2M') P NA 2rd RM9 PRESTO N.R. 116 40 2rd R84') PREBREIM w w ,r >M w w r7e ma 4r w w w w w 24'-0• MM PREFI NA 2V-V MnOEM PREBi N.R. I1 M 24d RIB") PRES11MOM tr m i,a 4r w W. w tr w w ear w fw 1m (#) 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. -ALLVALUES TAKEN FROM %AFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH BIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ��®�®mom ��mOmmm �0000m�v mm©0000 s��sLv000m moom��-!car. ter_ 0®�m000 �m00�00 Om�0�00 oom000v oom0000 !oomm000 0000��0 �O�m0000 ®omomoo 0�00�00 ��oommomo �0��000 000mmom 000©000 a�oo�000 ooa»ooa»o O��Ommm ) BFi6.1TlOM/OB ffi Al ( GT � BF18-1T/DINGS 9 N t d d ,1 U.N.O. PROVIDE 862 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" � b A� r'A r----1 OF 1 t � 8F18-1Tl0M/08 8F18-1T/0M/0B da8F16-1TlOMiOB ) 8F18-1 T/OM/OB ) I i SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAOAN BLVD! LONGWOOD, FL 32760 PH: 407-774$078 FAX: 407-774.4078 1#ww.abdaslgngroup.com AA #: 0003326 J LJ y C aysaiv ae LOT: SILVERADO LOT #29 BILK #18 PROJECT* 04128.002-29181 1[ODBfIe 4EHB "2605- HAYDEN" awRwaa awsrra: RIGHT PACE: SECOND FLOOR LIFT BEAM PLAN 150 H EX. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 IQ' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 10d x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. 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, 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. L------------------------ J ROOF FRAMING PLAN SCALE: 1/4" = l'-0' 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32760 PH: 407-77"078 FAX: 407-7744078 www.abdeslgngroup.com L AA IF: 0003325 A Y 35 a atmDm ec LOT: SILVERADO LOT #29 BLK #18 PROJECT 04128.001-29181 MODELA 4EHB "2605—HAYDEN" GARAGE 8INING: RIGHT PAGE: ROOFPLFARNMING AND NOTES 150 MPH EXP. B 19 aCALE: 1/4"=1"-O" aiIEET s6 T A ROOF WIND DESIGN NPRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.63 PSF (43.63) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE IN PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. x w ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1l2" 0.120" 170,000 (16-20 RINGS SCREW SHANK 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 Sf#AND USE tl2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. J 29 • Z � =n 0 (n . , � Y N C7 . E . S V J ZLLU TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS Qn r CHPMTHIMr _� mmim I.--_10,I '1 ROOF SHEATHING LAYOUT ANDEN BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS G 6" O.C. IN FIELD Sd RING SHANK GUN NAILS ® 12" O.C. IN FIELD or Ed x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS G 12" 0.6wjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT ANDEN BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS G 6" O.C. IN FIELD Sd RING SHANK GUN NAILS ® 12" O.C. IN FIELD or Ed x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS G 12" 0.6wjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM/ TO ASTMC33 MAXIMUM AGGREGATE 312E SHALL BE 3UP. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL. PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSEOTO EARTH ORWEATNHt 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 3M'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, SPACING, LED 3ERS, 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 S73 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASSON40ROIMWHERE INDICATED ON = PSI. ALL WOOD 0J CONTACT WITH CONCRETE DR CONCRETE 3LOCKOWST SHALL COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS L MEM113ERS ORANINGS, SEAMS LAPPED B ACHES AND SEALED WITH ADHESIVE TAPE. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR P ON -STRUCTURAL USES PRESSURE EARED. 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 ELSEWHERE ON THE PROJECT. IN N FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SUBS, COLUMNS, WALLS, O SHALL RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS SPIKE BOLTS USED REASON LL BE RA D E 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 FBCR 2017. 61N EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR 70 PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x:;TRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP $2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-T OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SDECIFICATIONS FOR STRESS -GRADE LUMBER AND FASTENINGS" THE NFPA. TRUSS DESIGNS SHAL_ SIGNED AND REQUIREMENTS AND SUB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR:cHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036-AND BE MANUFACT JRED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED 3ALVANIZED. GRADE BO IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DE SIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTEO-WOOD TRUSS CONSTRUCTION:, AND - PIARCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pal AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -ran- oDrreM REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 SAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -ran-DDnanre 1 95 BAR - 30' #7 BAR - 42' R ADS FOR THE ROOF STAIRS NYE LOAD PROVIDE 38' x 36-CORNER BARS, 80N0 BEAM ONLY, LAPPED AND TIED TO EACH SEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADD ZONAL DEAD LO LOCATIONS WITH GUSSETS. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITICNAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1942. pot TOP CHORD pef TOP CHORD (7 DO w/ ASPHALT SHINGLES) ( I 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.(7 10 BCHORDESIST Spsf 5 psf BTM CHORDw/ THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D TO RTM DEAD LOAD WIND UPLIFT: 10ps/ 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 SOW 40 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. L WIND: DEAD LOAD SPEED =1(O1i11 SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE ':°OR BEARING S (AINHSOE 7-10 (BBC EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTICR201 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED W NTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NO TIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 60psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TF:USS FABRICATOR SHALL VEHICLE LE GARAGES: 50psf. ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pst, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY L1IMENSIONED ERECTION PBf MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEARED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE SRMS 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 MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIFDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR 812E BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAW INGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE hn = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT 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 NOTED. LAY-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 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 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PBf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM D-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB BE COMPACTED A DRY DENSITY OF AT LEAST OF THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO YSHALL 7. T MODIFIED PROCTOR MAXIMUM CRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL MAXIMUM A SOIL FOR TERMITE PROTECTION. BE 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 SHML SUBMIT PROPOSED MIX DESIGNS WITH WSTORICM STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5' 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MANE, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM THE ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS RNA. POSITION SHALL NOT EXCEED w MINUTES. IF POR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SEW. NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REOURED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER: 1-lir FOR 45 AND SMALLER 2' PDRNS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3N. FOR SLABS, WALLS AND JDISTS 1-1/7 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 ASS, Fy = 36 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B Fy - 46 ksl. STRUCTURAL PIPE SHALL BE AST"3, GRADE B, TYPE E OR 8, Fy - 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOO. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK ASTENERS FASTENER APPLICATIDN 9¢E TYPE SPACNG REIMFOC9 M 912E TYPE SPACING REMMI(9 11Q PTFURRNGTO MASONRY/GONG. CASE HARDENED COIL NNL111ff LONG. 9 dG OOR BULK NRYxXNIC. 1IP DM. NO WASHER TAPCON MASONRY fAS.- TOIC 111T EMBED., f END DUST.. t?EDGE T. 9G0,AL Ea.D00ri5 CASE HAROENEDCOx a•OC WINpoWAaORl FA9reNE0OOR BUCK 12"oM. WI EXPANSION BOLT 21•gc 1•EMBED„1•ENDOIAT., 1x PT, SEE NOTFB NAIL1I LONG. STAGGERED INro MA9ONRYxx1NC. IRYILUNC. FMrAU WASHER SL EDGED T. WMDOYI BUCK CASE HARDENED COx c WINOOwT1WN IN -NE 0,-T. CONTACT THIS ENGINEER FOR SPACING 1. 1, BEE NOTE. NAIL 112'LONG. STAGGERED IMO MA90NRYxarL.T/GONG. REQUIREMENTS fXi.9WWGDOIXi LEI MtCDIA 'TAPCGN' 1B WL 1t(e•ENaIED. B"EM. INo W000 1?- ExPAN- 1-EMBED. 1"END 2J•d'C &IQ(2APT, EEE_. NO -ER fASTNER DIET..I1I2'fDDE OI.T. ONC.9LA8 WI WASHER BOLT DIET., T EDGE DST. 21R WINWW BULL( 0,13B•P1F x21/d' B"dC VEND. DUST.. 111 PTTOSTEELLOL..SEE w/WASHER 9TAGGErEO EDGE DEFT. More e NOTEI i. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW 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. lx MEMBERS ARE NAILED AN D 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdosigngroup.com AA #: 0003325 J F W Y IN Idso O 8tMDIV. & ZOT SILVERADO LOT #29 BLK #18 PROJIICT# 04128.002-29181 MODZU 4EHB NN2605-HAYDEN" GARAGE BWMG: RIGHT PAGE: DETAILS 150 MPH EXP. B r