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HomeMy WebLinkAbout6844 Wagon Trail St9 99 GALEN9 2432 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL. ELECTRIC CODE, AND THE CIOF ZEPHYRHILLS ORDINANCES ACV rEV't Dx CITY Ov 7ppHyR HOMES PUNS EX+I,.?iINER tvL -_ 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL 813) 740-9720 FAX: 813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL BTH EDITION (2017) *FLORIDA FIRE PREVENTION CODE 6TH EDITION •NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION *ALL LOCAL AND STATE CODES *OCCUPANCY - RMEI NTIAG GROUP R3 *CONSTRUCTION TYPE - VB •LDI. INTS[tIOR FDIISIi - CLASS B .BASIC WDID SPEED - van-150 MPH VVud=116 KPH • _ .1-STORY RESIDENCE - •2-STORY RESIDENCE - DAAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADJ. ALT. AMP. ED. GL CAB. CLG. CIR. CPT. CPT CD..T. DEL DE. DNA. DIM. DISP. OF, DR. D.S. DTL. D.W. EA. ELEV. EEXXH. EXT. F.G✓Fx. F.G. FIN. FIR. FF UM R.DR. FIG. GA. GAR. DISP. GL GYP. BQ H.B. H.C. HDR, HOT. OR BT INS LA LUM. M.C. ABOVE MFR.MANUFACTURER AIR CONDITIONING MIN. ADJUSTABLE M.T. ALTERNATE MT AMPERAGE MTLQ BOARD NS. .T CENTER LINE O.G. CABINET PL CEILING P.B. CLEAR PH CONCRETE PLT CARPS PLYWD. CERAMIC TIE PR DRYER P.T. DOUBLE R. DUAL GLAZED PAD. DIAMETER R.A.G. DIMENSION REP. DISPOSAL M. R DEEP R.O. DOOR S.C. DOWNSPOUT S.D. DETAIL S.H.SLI DISHWASHER SLIT EACH SHTHG FLEVATION SHWR. EQUAL S. EXHAUST SLR EXTERIOR SL.c� FIXEDGLASS Ss STD. FUEL GAS SWS FLOOR FLUOR TEMP. FRENCH DOOR INT THoC. FOOTING T.O.P. GAUGE T.O.S. GARBAGE DISPOSAL TYP. GROUND -FAULT U.N.O. CIRCU T INTERRUPTER GLASS vy. GYPSUM BOARD W. HOSES® W/ HOLLOW CORE WD. HEADER WOW. HEIGHT WH INSULATION W.I. LAVATORY LUMINOUS MEDICINE CABINET MINIMUM MEIALTHRESHOID MOUNT ID METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAR PRESS RETREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREMDR SMOKE DETECTOR SHEET HUNG SHEET SHEATHING SHOWER MILAR SL DING sLIDINGGLASS STANDARD SHEAR W ALL SECTION TEMPERED GLASS T PCOFCURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER. WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DIC9CR>PTION ARCHITECTURAL SHEET DESCRIPTION PG Cl—COVER PAGE PG GN— GENERAL NOTES PG Ai —FIRST FLOOR PLAN PG A1A—DETAILS PG A2—SECOND FLOOR PLAN PG A3H—ELEVATION 'H' FRONT & REAR PG A4H—ELEVATION 'H' LEFT & RIGHT PG Ei—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLAN PG M1—FIRST FLOOR MECHANICAL PLAN M2—SECOND FLOOR MECHANICAL PLAN PG Di -DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750ELEVATION Tel: 407 774-6076 Fax: (407) 774-4076 �/�G SQ.FT. CALC.'S IST PLR LNM Imis W. FT. 2N0PLRLIVIN6 1413 ♦0.F•T. TOTAL LIVINS 2432 80 PT E 482 eo. RT. PORCJNELEVATION N' a1 �•FT' TOTAL ELEVATIONW 2ffi6I ec.PT. exm' PATIO oO BQ.. FT. STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.3A—DETAILS PG S3—FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S4 -SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG SNI—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) AM UNCLEAR AND IN NEED OF FURTHER DETARMIG OR EXPLANATION IN ORDER TO BUILD THIS PROJECTBASED PROCEDURE IS IDS PORE SET, TO CORRECT A WRITTEN R.F.I. (REQUEST FOR INFo1NIlATION�To THE ARCHITECT OR ENGINEER FOR CI ARLF! TION. AS DESIGN GROUP WILL RESPOND TO All WRITTEN RFYa IN WRITTEN/DRAWN FORMS IN A TIMLI.Y MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeawwoup.mm AA 0: 0003325 , syslo:v rk LOTr SILVERADO LOT ##11 BLK. ##11 ;m0j OQT# 4 .002- 111 11[ODSI.t 4EGB "GALEN" GARAOZ OWING' RIGHT PAGO: COVER SHEET %150 MPH EXP. B DA111/15/18 mcALm 1/4"=1'—O" simcm C1 GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH 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 R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 SIMLAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.38 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MNIMIM NO.25 GAGE (0.48 MM) SHEET STEEL P MN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.5 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE 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 5184NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN X-INCH GYPSUM BOARD OR EQUIVALENT, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREW.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y-O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TM16ER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (fP1-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B FT . SQ. PLUMBMO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH IW AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALLCONFORM TO SECTION P3DD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL CWVE WM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FIIIMHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12' 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 & LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11AAND R703.7. FED REEISTANTCONINTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2'GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP5 SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 10/25/18 (RM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX: 407-774.4078 www.abdosipgroup.com AA#: 000332E st"MTV. as LOT: SILVERADO LOT #11 BLK. #11 PS90JWTNV 4 - moa� 4EGB "GALEN" wItAGM OWENO: RIGHT PAGO GENERAL NOTES %150 MPH EXP. B FOOTAGE ml� � wl rw nm narulor MIN. WINDOW Im $ 74/-33 CRITERIA EXTERIOR SWIIJO 18 S ]3/-31 DR MIN. CRITERIA BCD. MIN. 41 5 27/•29 CRITERIA I6m10 O11D. 117 S 70A/-77.1 BASIC WIND SPEED MPH 150 (Volt) II4TERNAL PRESSURE COEFFICIENT � f 0.18 HLDG. CAT. —II, EXP.=B, MEAN ROOF HT. s 23'-0' PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. co1811oLDAlEOY1UI1 SQ.FT. CAMIS 1ST FiR LIVN6 mre ANDTOE 9 9 i0 i0 MASONRY/FRAME WALL LEGEND L 8'-8' BLOCK WALL UNO ON PLANE SRO. NOT. VARIES � a 6' BLOCK WALL — UNO ON PLANS IB'•8' DRG. i0 a: INTERIOR LOAD ON PLANS INTE� 0 co m LOAD NON LOAD DRG. WALL UNO. ON PLANS 0 -ALL INTERIOR m TO BE m-ALL -8• DOORS TO BE 6'-8' c0 UNLESS NOTED g Orl-ERWISE m e NMI ro N v e L r FIRST FLOOR PLAN 4. -m NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON FETAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPEN8VG8 BETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (38 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (n MM) THICK, OR 20-MUM FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED PROM THE RESIDENCE A ITS ATTIC AREA BY NOT LESS THAN 11Y12.10m) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Ylb.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS BNALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOPPITB PROTECTED ON THE ENCLOSED 61DE WITH 1/2 INCH GYPSUM BOARDS. PDCR 20M (6TH EDJ 3m2.1 ea FT. _ t 1i !i n s � I o olllo oVll'o n �' N. RONALD REAOANBLVD. LONOWOOD, FL 92780 PH: 407-7746078 FAX: 407-774d076 www.ebdesignt0oup.com AA N: 0003325 EV>sDIV. Ac L01� SILVERADO LOT #11 BLK. #11 P14�0*- 1 mox"4EGB "GALEN" 0wl!I.w2n swans: RIGHT rwcim FIRST FLOOR PLAN %150 MPH EXP. B warm 6TAIP TO FM M617 3/4' Now EACH VAR, Mai! CIICI DIA 1 PISOM1 61P.48 b' WC WOTr END: r DEiL. Tor ?-LATE 0 A BAR DETAIL . 10'-D 3/4' 2ND FIN. FLR (2) LAYE10 OF 3/4' PLYWOM OR (2) LAYERS OF 3/4' GM aROIDjMMO RIPS FOR SECISK TREADS TO STR'A1200 3/4' TAG am FLOOR W 32E 3' SCM10 • EA GLUM t 6CR9LED 61KNOW, WTHRlADED 6HANC PER PA611MIR TO DREI.D EEYOND THICIOM" 606EDULE OF sm4t "ATHM6 D vnz�\�' a' -a' BRCS. W.T. - / L�R-1RIlBaE9 / 6 WGERS TO CONFORM CR 6T14 EDITION (29 911 / WPAD•EY MAX. WGER•1 3/4' KICK / AADJWTNTO WALL uu CAI' 1' MAX. �� / STAIIE DATA, IM*/TREAD6 OTHElON 3/MAX. R 1o* 16R • TD4' NOSING IN ANY COVT. IT✓TREAO MN D AD8 • ID'+ 1 NOSING HANDRAIL NANDRA0.. LAN CROSS 6ECTICN / O BE )3/4' •-V4' OR +11 PA r LITY WlLENT PADILITY WNDER6- MIN. // S T O R. n' �* 'Wa �xI7 G)T / 1.2' P NAR�ROUM161. i4' MN. HANDRAS. MOT. 3 CNCLOSED Av eLa SFMGL IINDSIe CKMASN / � LSo`I'" F� Ep�ON TTIC /C1.0m HM UTH W GYMM BOARD. FEae rod 0 iS w / 3-2xO GYP 67001M E) / R1IMORCED W� 4 6PF i m 61041.00R ADHESIVE / PLZ OR 6MILAR • 2 X 4 RE-RfO1iCNG 'OwwQR EA HORIZONTAL RW 0'-0' FM. FLR / • EA 2 X G S -am W/Dd 6--D' O --2X4 ATTAC 4NO YV W d MAbONRY NAIL6 • 2X4 PT. SLEEPER WO SLW) WTNN V OP EACH END. 32' = MAX. nSTAIR DETAIL DIM VARIES i0 i0 0 0 @-,-')gARCH I 75DETAIL HANDRAIL 6 36' I1V 2X4 RE_W-OF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1B2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A 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 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601b.1 / FSC. 2011 @IH�APNDRAIL DETAIL E: 3/4' ■ 1'-C' .1 N. RONALD REAOAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesoVmup.eom AA 5: 0003325 W N f 0 st"MIV as LOT: SILVERADO LOT #11 BLK. #11 04128. - 11.111 �coD 4EGB "GALEN" GAVA0Z 8W11190: RIGHT PAGES DETAILS 150 MPH EXP. B D 11/15/18 8CALM 1/4"=1'-0" site= Al : MEANIN oll ►, __,, 'L� II i♦i SECOND FLOOR PLAN / . '-0 NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENIN56 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 IM'1) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS, NOT LESS THAN 1 3/6' (35 MM) THICK OR 20-MUM FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN kh'(12:1nn) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Y6.9nm) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION, ENCLOSED ACCE861BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR ND SURFACE AANY 6OFFITS PROTECTED ON THE ENCLOSED SIDE WITH IR INCH GYPSUM BOARDS. FBCR 20T1 (6TH EDJ 302.E MASONRY/FRAME WALL LEGEND W-8' BLOCK WALL UX0 ON PLANS BRG. HGT. VARIED 8' BLOCK WALL UN.O ON PLANS 18'-8' BRG. INTERIOR LOAD BOG. WALL UX0. ON PLANS 0 INTERIOR NON LOAD BAG. WALL UX0. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR RS DOOTO ME 6'-8' WLES6 NOTED OTHERWISE d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAA: 407-774-4078 W W W AWOSWlgmup.com AA M: 0003325 sVSDiv sa LOT: SILVERADO LOT ##11 BLK. ##11 PRoamTIp 4 28.0 2- 1 11 monmu 4EGB "GALEN" GANAZZ BWMWCI. RIGHT PALM SECOND FLOOR PLAN %150 MPH EXP. B aP n" 11/15/18 OCAM- 1/4'=1'-0" atmoaT A2 IS'-6, 2ND ELM BRG. HG Qtt I_O, _ i- II 4 10'-0 3/4'�, 2NP FIN FLp- • ENTRY N �ii Ili MAN I I i I ---- 10- - � Ili Ili ICI FRONT , ELEVATION OR RIDGE VENT 18'-8' 2ND FLR BF2G. NGT. II ❑ ❑ II TYP. I I A N N N 13 2ND FLR 8'-S'CLG.NGT._—_—_—_—_ IIF171 II REAR ELEVATION 3ECE—, TEXTUPIED FFNIOW 2b'-O' BLDG. L-GT. 4' RAISED 15A10, TYP. rw FT-S' RAISED BA-0 oly& O 3/4' ND FRJ. FLR L,LB 8T COACH L ICsHT �I L m'-0' FIN. FLR. $IB'-8' 2ND FLR BRCi. HGT. UVAI La: REE VENTILATION AREA REQUIRED IRED VENTRATION AREA ILATION AREA X SQ. INCHES PER FT. )144) REQUIREDVENTIIATION PER PORTION OF ATDC 1486 54 FT. V 300 1486 /310 4.95 713.28 SQ IN. _ .SX 71128 OFF RIDGE VENTILATION AREA . 115 SQ IN. PER VENT 95&64 /115 TOTAL90FVENTSREQUIRED = 310122 TOTALS OF VENTS PROVIDED = 4 •AREAOF ATTIC IS THE PERINSTER OF THE HOUSE, IESSTHECYERHANG IBMRIOROF WALLTO EXTERIOROFWALL NO OVERHANGS INCWDEOI let' TWZK 2 COAT CEMENT FLABTER AFFL W OVIS LY TO MASONRY RCANO CQ7M FICEIt1LAM 61-11NOLE6 OVER -M PEL 2X6 6YF FT LEDGER IW FAFER ON VY' OBE. GMATHN6 OR VJke' TWAADCD ROD 32' IR' CDX FLYSIDOD B n mD MR OO. I WTNN 6' OP EACH E D MAX. WT N aPIF60N TNAA�ILINQ "Pt 21,D FN r Pt (*ER ELEw H16H 6IN amemM EXPDXY L8Ud6---•-�_ ELEVATION MN. � 6Ik8ET TO SE 6EQE1lD TO i CHCL.EIL R2R TO LEDGER AND (2) IOdY / ' TO b4 JOI8T 2'_0' ,110-0 3/4' 2ND FLR 2X6 8YP FT LEDGER 6v _/ _ ' FIN. FLR/BRG. HGT. 117W THR LADm ROD 37' - �8'_8 00. ) AITNN T 0 EACH @D MAOL NET N FEAC34N ww NRlN N EXFOXY 6' MN view. OVERHANG DETAIL A SCALE, v2 • I'-0, O'-0' FIN. FLR - INJ '11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosoVoup.eom AA 0: 0003325 amm ■wanly ac Lo SILVERADO LOT #11 BLK. #11 P1OJMT# 04128.002-11111 l[OD�IA 4EGB "GALEN" GARAGM OWING - RIGHT PAGM FRONT & REAR ELEVATION "H" 150 MPH EXP. B 11/15/18 ■CAIM 1/4"=1'-0" glum= A3H ® 1441 N. RONALD REAGAN BLVD. CM RIDGE VENT LONGWOOD, FL 32750 PH: 407-774-6078 b FAX: 407.7744078 www.abdesVigroup.com AA M 0003325 18'-8' 2ND FLR,F, BRG HGT� ----- II �I II I0'-0 3/4' 2ND FLR, FIN. FLR/BBR's TIXa----------------------------- 8 B' 15M3.ENTRY ----�i ----------------------------€ LEFT ELEVATION SCALE. V4 . P-O' TEXTURED rIN11" 12 OFF RIDGE VENT �8 OFF RIDGE VENT 18'-8' 2ND FLR BRG. FKsT. r-c 8'-8' 121121. ND PUP,BR�s� H6T, 4 2ND FLR F1N. FLR�JBRG HGT. ,�8'-B' BRG. H-T. c ENT RY _—_—_ 18'-B' 2ND FLR EiRG. HGT. i II 10'-0 3/4' 2ND F LR,. I I—�----- 2ND FLR ---- FIN. FLR ---------------------------------- —'FIN.®3R/4' 8'-8' BWS. HGT.r,. ,g ,L8'-8' BRG. H6T. ENTRY ---------------------------------- —ENTRY •ENTRY II I► r II 0'-0' FIN. FLR I RIGHT ELEVATION 8CALE, V4 . I'-O' TEXTURED FINISH amm, SILVERADO LOT #11 BLK. #11 PllOd�C 04128,02-11111 MODMU 4EGB "GALEN" OARACM 11O1FIId0. RIGHT PALM RIGHT & LEFT ELEVATION "H" 150 MPH EXP. B Dw 11/15/18 WCALIIO: 1/4"=1'-0" �'P A4H ELECTRICAL LEGEND DESCRIPTION AM SWITCH i SWITCH t�' SWTCW it SWTCH UTTON fj b3CONNECT 1-0 7#RMOSTAT HOLE RECEPTACLE (DSV/20-AMP IDLE POLE) =0 DUPLEX RECEPTACLE =0 10V DUPLEX RECEPTACLE (EQUIF'IPED TH GROUND FAULT RJPTERRAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (NALP OF OUTLET RED TO SuTCH) 40-- POOR WATERF•ROOPASPI CEPTAOLE (GROUND PAU.T RUPTER) 10v QUADPLEx RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR mo RECEPTACLE (4 WINE CTOR) I-Q P'IOUNTED LIGFIT LNG MOUNTED Lk4HT LGFIT 000 LIGHT SCONCE PRE-ulsE PAN uTH LIGHT (1 OPM PER SQ. FTJ aon 13" LIGHT FIXTURE aBAft SUL6 LIGHT FIXTURE ala m OUL6 LkWIT FIXTURE ' TRACK LIGHTING ttIC LGNT WITH FULL 04AN >—=K R CABINET LIGHT ® k4'FLUORESCENT L6W (RECESSED) m k4' FLUORESCENT LIGHT(SURFACE 'N4' FLUORESCENT LIGHT (RECESSED) • x O SS LIGN? tees LIGHT (VAPOR DROOP) !LING MOUNTED LIGHT WTFI J-DOX OPT. FAN L!C PANEL (FIELD VERIFY OCATION) r.MTelt (PULP VERIFY -DOX (WALL MOUNTED) m -BOX (CEILING MOUN?ED) I.IrG t- I FAN A IVENT PAN (1 GFM PER SQ. FTJ JACK 0 DETECTOR (CEILING MOUNTED) ® IhES OUTLET FOR GARAGE IV JACK � PORT •TION OF TV JACKS A PHONE OUTLETS A FANS LOCA TORE VERFIED • HOMEOu4ER P RE•CONSTRUCTION MEETN& • ALL 5 A 20 AMP DRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEZ 210.12(b) M4 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCFEN CIRCUIT) • DISWUCSNER DISCONNECT TO BE LOCKOUT N PANEL • DATwwcm EXHAUST PAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER TABLE MI&MA OF FEGR &TH EDITCN r2cm • LAUNDRY ROCM RECEPTACLE SHALL Be GROUND FANLT CIR(WIT-NTWZIF PTER PROMCT04 FOR PERSONNEL ON PEMMO) • WIRING METHOD SHALL BE NON rETALLIC GADLa AS NEC 2014 ARTICLE MCA(SX2) • .ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • dU � 1 dMC0. auu 1 � AU:1 CI�Tsn by au ll. neo AND'SE, CF LIGHTIG MUST RE ENERGY EFFICIENT T7'PE PER PJ9L ®.lRGY COJBERVdTION (RESIDENTLAL ENEI.SY EPPICIENCY) 20fl. bth EDITION 10404J PAM SWITCH I I CABINET NON i 9 GMT r ROOM II FLOOD WIRE IV/ I I I PRE-WRED I FUTURE HICR�O. I I DRVII�IO CL.G FAN Z 22-0 I OPT i 1 OUTLETI• qp/ ---- e `OI I T' PAN. p�ypR I 1- OFT • 44 O AFF. WH. PRE -WIRED III CE- FAN III ; -a. FOR OND III GARAGE DOOR 1 DOLLARD AS R,Ea UI PE1z ODNs L� 'J III \ II P0YEK GARAGE 7E III KEY 8Bwl VE REIFLD FIXTURE L LOC CsARAGE GPI IRRIGATION — — _ DOOR OUTLET • • �g B. FOR F'REUNRE 48' AFF ENTITY I --- . I -------------------- Yr, COACW LIG WT FIRST FLOOR ELECTRICAL PLAN SCALE. 114 P I'-0' E®ONOv IMBIBE OWN s>• 00mEIEAmmill:��MUR I;WVV �'^.•^�EE'7EY:'I;f ['�7 � '.'S�S"7f.'Ifti7 Eff7=EEf 1"Ammmmmmm M,EE>• iJ♦ ©OEJ 0eJ• EEa��©�®i ©aa®I smmimmu ®o©mom ©® E®loI©IOelm 11E'm I©E010 00o m© EJ•10 oWEs,1©i ©om��oEa IE110©oo �m-rTr--ram©om ��WWWAE� AAW�t.f Wn m 0 0 II m m Cn..Ti. 71'rr-r 7Ii Sllt'il�➢I 150 AMP ELECTRICAL RISER NOT TO GC A' CIONERAL NOTES, 111 ECTMOAL MATM6AL• AND NNALLATI" MALL =-PLY UNTN ELECTIK..AL PRDvINQNW OF TFC SEW 1roITieN n "> LOCAL CODU. AND ALL LOCAL Cd'WAN'Y 1lOAl7lMA NOTED OTNERIIM. WHALL W TM TWNM" LWM PC UM CQ'PA TRA)YPONOR ELECTtlC OQ"PANY. GOONDNATE ATN TM ELECTRIC COMPANY FIRM TO so. 7 CA TWIN • l% CU N 2' CONDUIT OR a • P• OU N 2• CONDUIT. MMNATE ANI&A WWII • OJENWAW CCHONATWN &mew E DNCONiCT WATCH AND M m !elm PRIER N NEMA M i1C4,0NURW T4Je44U!/ $~= T MNAL AT OOFDN• TOUT AL AT LOW vaLTAdE coNNEI:tIONs 1 V ON W[RVID! •Isam CONECTED TO l.ONOETE INCASED PODIER •TML PER ELECTRICAL P PlD' IQN• OF TM NAGS -OH aoffwmemnl N•" DIA x • FT LONG COPPER CLAD ORCUND ROD 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774-4078 www.abdes*ooup.com AA A: 0003328 C y O 4 aatT>l m At LOTS SILVERADO LOT #11 BLK. #11 u amT* - 1 1 �D 4EGB "GALEN" GAJItA0X *MUM. RIGHT PAGM FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B DATO 11/15/18 QCALIt 1/4"=1'-0" sIi>�'P E1 ELECTRICAL LEGEND DESCRIPTION ARD BWTCH SWTON SWITCH It MTCH UTTON I NlECT TAT RECEPTACLE (Gbv/20-AMP POLE) PLEX RECEPTACLE UPLEX RECEPTACLE (EC/LIPPED MOLM FAULT 1aTEWTAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SuTCW EXTERIOR WATERPROOFKfI CEF7ACLE (GROUND FAULT RAPER) WV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (-LOOM (4 WRE ?OR)I-Q iMRCEPrACLs MOUNTED LGHT ING MOUNTED LIGNIT LIGHT OOD LIGHT SCONCE FINE'-WM1LE FAN WITH LW*HT (1 CFM PER Ga FTJ YOp BULB LK�FIT FIXTURE Sam" BOLD LIGHT FUTURE YSSSSS BULB LIGHT FIXTURE ' TRACK LIGHTMG TTtC LIGNT U AIN PULL CRAM �( R CADN" LOW ® kW FLUORESCENT LkM-rr (RECESSED) m 44' FLUORESCENT Lk44T(SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) Felx am r— O ClEft LIGHT CESS LIGHT (VAPOR PROOF) ILMG MOUNTED LIGHT KITH J-BOX OFT. FIN LECTRI PANEL (MELD VERIFY CCATION) . purr -BOX (IUALL MOUNTED) F{� -BOX (CEILING MOUNTED) LLINIS MOUNTED FAN U9 FAN (1 CRT PER SO. FTJ JACK O DETECTOR (CEILN9 MOUNTED) ® ONOXIDE OFTECOV FRO CATTLET N JACK --Er PORT LOCATION OF Tv JACK6 4 PNONE OUTLETS 4 FANS TORE VERFlED • HOMO"" PRE-o"IMUCTICN MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 204 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • Gil • ISLAND (NOT ON KITCHEN CIRCUIT) • P16HUAOIER DI0004 CT TO ESE LOCKOUT IN PANEL • BATF-IQOd"1 EXNAU6T FAN TO HAVE MIN. CAPACITY OF 50 CM INTERMITTENT PER ?AISLE MISMA OF FBCR STH EDITION (20P11 • LAUNDRY ROOM RECEPTACLE 814ALL BE GROUND FAULT CIRCUIT-MTERLPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WRING MEh10D SFLALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 3MA(Bx2) • ALL RECEPTACLE TO BE TITER-RE6BTANT TYPE • AL1 LAMPS SHALL BE SELECTED BY BUILDER AND YYi OF LtGHTNG MUST BE ENERGY EFFICIENT TYPE PER FZL. ENERGY CONSERVATION (RESIDENTIAL ENEfi4Y INWICIENCY) 20T7.. S!h EDITION IM4ajd.1 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4 . I'-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdoeigngroup.com L AA 0: 0003325 9111111 anon, aumly a Loaf SILVERADO LOT #11 BLK. #11 P1to"WIT111111 04128.002-11111 BWDXxe 4EGB "GALEN" RIGHT PAR3IC: SECOND FLOOR ELECTRICAL PLAN %150 MPH EXP. B FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . P-®' SECOND FLOOR PLUMBING PLAN 8CALE , 1/4 . F-C' VIR 2� In, •. �1 In' 'vLJ25 AV e�F2,'j2 KITCHEN sw W/ ALTO VENT PLUMBING DIAGRAM 2'vm I /21 I IWA"Pt I j2`)I klln I��22, I 2� A .'v I 1 V2.1 9' PED. 3, SINK CO TO RISER "A" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdes4pooup.com AA N: 0003325 ammo avlwiv. ee LOT: SILVERADO LOT ##11 BLK. ##11 Pnoj=T* 4 0 - 1111 moram "GALEN" CiARACS BVnNG: RIGHT PALM PLUMBING PLAN 150 MPH EXP. B Dw� 11/15/18 aCALI: 1/4"=1'-0" silSET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PA5 4 MASTIC. AND INSTALLED AS PER FCC 6TI4 EDITION (20n) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20n) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING 15A714TUB6, SHOWERS, SPAS AND SIMILAR BATWING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PCC 6TH EDITION (20n) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED PIPE OR PIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TW EDITION (20n) MECWANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. ATTIC NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL yNIR,81 MFn MCMDOM nFMa M FOR ANUM AM AIR RETURN WMAD&VU ALCM LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK --- BROKEN LINE• RETURN TRUNK l BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR m THERMOSTAT m PAS6-TI-M AIR GRILL SUCTION AND LIQUID cow, un 10 sE SmLmm AIR SUPPLY y REFRKsERANi LINES nm (xMa aw Sm ar PER WE y xxe . EUPP MM 18D WH PRDDu,T N"PAL FL /14"m 41R HANDLER EXTERIOR WALL cmino 6 up A+WD 3/4' PVC CONDENSATE DRAIN LINE EVAP. TROY y PVC SLEEVE TO LINESx BELOW SLAB fl sc m Pm op • a w��4 No C MUM PAD 11 M/ s/O MiIWER i REFRKsERANT LINES TO I 1 PLATFOR I RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE TA • a IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (20n) oDNDROT PAD MECHANICAL CLOG. CODE SECTION 301.2.4 HVAC DRAINS LNIT INSTALLATION DETAIL NGTOgNDENSIWs SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �---� FITTING OR EXTENSION TO I I 601L OR WASTE AS REQUIRED I WADE 8240-K JOSAM 56000 I INSIDE SERIES NICKEL BRASS TOP CAULK , P.V.0 OPTI/SPEC -- —— —- --— alNv 8EE —PSITE PLAN nFL00R SLAB CLEAN -OUT (T COUNTERSUNK G.O. PLUG _ WE SPEC. 1.�.; ;:� — j.,::i•. I'-8'X8' CONK. FM. GRADE — — OR PAVING I� r FITTING OR 1 I EXTENSION TO SOIL OR WASTE AS REQUIRED I I vEXT. GROUND CLEAN -OUT (T INTO FIRST FLOOR MECHANICAL PLAN SCALE, 114 • I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesWngroup.mm L AAA: 0003325 A rJA BIIIIII anmr, Ip W 0 chi N Q xi o �VSDIV. Ck LflTt SILVERADO LOT #11 BLK. #11 1pmojwTjp 04128.002-11111 Amxm. 4EGB "GALEN" CAPLAGs OWDM- RIGHT PAGIM FIRST FLOOR MECHANICAL PLAN %150 MPH EXP. B rPaAMT 11/15/18� 1/4"=1'-0"T M1 HVAC NOTES L ALL MECHANICAL EQUIPMENT AHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG& REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS TEEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD t MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20n) MECHANICAL BLOC. CODE SECTION Sm. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES, SHALL NOT CE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, MALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20n) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, 6HOUER6, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WTH FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIREAM OKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECCMPENDATIONS AND FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. ATTIC CEILING PLENUM AIR SUPPLY AIR HANDLER_'__ EVAP.TRAY-- NOTE ALL WVAC TO HAVE PROPER PANS W/.DRAINS MOR WALL MVJVa M F RAI N AM RETURN MNMMMMM AC sM�s SUCTION AND LIQUID REFRIGERANT LINES WALL CpDD4Rls PVC CONDENSATE DRAIN LIFE SLEEVE TO LINES BELOW SLAB T _ REFRIGERANT LINES TO PPLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, A6 PER FBCR 6TH EDITION (20n) MECHANICAL. BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRASS PLUG — — — — --� FITTING OR EXTENSION TO I I SOIL OR WASTE AS _ REQUIRED WADE 8240-K JOSAM B60®0 I INSIDEI SERIES NICKEL 6RA88 70P CAULK J I P.KG OPTI/SPEC — I -- — — I — r31TE PLAN OFLOOR SLAB CLEAN -OUT (TYYP, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DEER SOLID LINE- SUPPLY TRUNK --- BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN E LIGHT O/A OUTSIDE AIR ® T14EM106TAT ED PASS-THRU AIR GRILL COU1. UNI TO K 80mm WM 15DA DkV FM CLP PER WE 2'RY. SIPPOR m leo " PN=l APPROVAL n 11423R3 � 2 ' 0' PER CUP %1 14 riP aH Coa0lE aPAD 1� w/ I woo •. •• e► � . - 1► ,�TIL���jiC� iT�7�LII�1 COUNTERSLW C.O. PLUG _ SEE SPEC, FIN. GRAD OR PAVING FITTING OR I I EXTENSION TO SOIL OR WASTE AS REQUIRED I I wv.SEE BITE AN NEXT. GROUND CLEAN -OUT (TYPJ SECOND FLOOR MECHANICAL PLAN SCALE, V4 - F-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.00m AA B: 0003325 J atnazay. as Loan SILVERADO LOT #11 BLK. #11 n 2 oTEr - 1 11 DWDXXII $'GALEN" awtRAGN lawn901 RIGHT PAGIM SECOND FLOOR MECHANICAL PLAN %150 MPH EXP. B 1X4 TOP PLATE PRE-FAB TRUSS Ia. CLfi IlOARD--/ 1/2' DRYUI41-L 2X4 WOOD STUD, 024. or_ 1—CONC.BLAB STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING IXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN ib' OjC. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. PIK FM T S TYP. INT. WALL NON—BRG. D1 SCALE, FIBERGLASS SHINGLES OVER 90 PELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON J' 0.6a SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER 6CHEDULE I- RE -ENO TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1'- V TYR OH. 1,2' THICK, 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLRj_ 6/&' CsYPSUM EK OR V2' WW.W STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 9 (2) COURSE DO NOT CUT THE BOND BEAM RESARS 2A PIPE THROUGH BOND BEAM Dl WALE, 3/4'.I'-0' SEE ENERGY CODE PO" INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ;Suu�u?v bQ P.T. PURRINGr— STRIPS • 24' Or— a, CMU 1/2' GYP. ILL. W.- WOOD BASE — FIBERGLASS SHINGLES OVER'9m FELT PAPER OR GYNTHETIC PRODUCT,INSTALLED PER SECTION ROM.0 ON OAM. SHEATHING ORCDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENO TRUS6 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS, VENTED SOFFIT 0' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' PIN. PLR 1 e • a. 1. ' 4' ny W/ WINDOW OPENING B M. WALL SECTION NO OPENING NOTE. PER SECTION 909.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM IQ V SCALE, 314•.r-0 IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (l) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4969 TYPE IV, OR ASTM D 67b'T OR am LM 2B GAS LINE THRU BLOCK sex . xr.r.r FIBERGLASS 614INGLEO OVER OW FELT PAPER OR SYNTHETIC PRODUCT, METALLED PER SECTION R9b.0 ON j' OED. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGE ON• 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENO. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA60NMY otram OIfF�T� /� p 041 eB eTOKIM AL POI! DNKGTL 7 M I�NPORCl1'!NT M/GoNwr r 716 P.T. YD_ APPRwAL PM N�r� JAR IWO s GARAGE DOOR JAMBS D1 WALE. 11/2'•1'-0' 2x BLOCKING BETWEEN TM66ES PER STRUCTIUIRAL DETAILS—� STA'FBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE -ENO UD. TRUSS— CONT. 2x RAT RUIN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORI'18 FOR INSULATION R-VALUES J PER ELEVATION !.3W GYPIWI BOARD OR IQ' 141&4 STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bQ P.T. FUIRRMG STRIP& • 24' OG. V2' GYP. WL. 80. WOOD BASE FIBERGLASS SHIMGLES, OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwbUU ON I' ObD. SHEATHING OR;' CDX PLYWOOD SECURED PER I•-®• FASTENER SCHEDULE TY'• MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATION& VENTED SOFFIT PRE -ENO. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 N. FLR -J. 4- _ 0'-0' FIN FL R S CMU. a. ti .. • 4' W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING (E)1—STORY GABLE BLOCK WALL .� SCALE, 3/4'0-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 Ww .sbdesWngroup.00m AA 8: 0003325 6111111 anmC SILVERADO LOT #11 BLK. # 11 PUROMM!" 4 2 .002-1 11 HODZaIe 4EGB "GALEN" GARAGR MITIVICM RIGHT PAS= DETAILS 150 MPH EXP. B FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 50 FELT PAPER OVER -80 FELT PAPER OR SYNTFETIC OR SYNTNETIC PRODLICT, INSTALLED PRODUCT, INSTALLED PER SECTION RSO6.1.1 PER SECTION RS06.1.1 ON J' OAM SFEATN04G ON j- O.S.B. SLEATWNG OR P CDX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG IW. E€ R PRE-ENG Wo. TF4166-- 24' O.C. MAX VI ON 24' O G MAX. METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION PER ENERGY CODE FORK 2. FASCIA PER—/ 2x FASCIA PER ELEVATIONS -0. oN 5/6GYPSII I BOARD ELEVATION& TYR OR VY HIIGH 6TRENGTH CLG. BOARD VENTED—/ VENTED bQ FIRE -STOP SOFFIT 80FFIT -4J INSIIL. REFERENCE REFERENCE I I STRUCTURAL STRUCTURAL I I w I I U10JDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G WISPLOOR 1/2' THICK 2 COAT pr GLUED AND NAILED A6 PER NAILING �• THICIG 2 COATS PORTLAND CEMENT a 6CHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO DIRECTLY TO MASONRY 44-ER MASONRY DQ FIRE -STOP DO FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL— R ION 6/S' GYPSUM BOARD OR V2' HIGH STRENGTH CLG. E� -- — NATION Df2 FIRE -STOP Do FIRE -&TOP— ' R-4.1INSUL. U NDM ATTACHIMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL In' THICK 2 COAT V2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED P.T. FURRINIG PLASTER APPLIED DIRECTLY TO STRIPS • 24' O.G. DIRECTLY TO MASONRY —a, Cm MASONRY 1/2' GYP. UL. BD. WOOD BASE bt2 FIRE -STOP DO FIRE-6TOP_ R-30 INSULATION PER ENERGY CODE FORM. 6/B' GYPSl1'I BOARD OR V2' HIGI4 STRENGTH CLG. BOARD bQ FIRE -STOP R-4.1 INSUL w uj 3/4' T 4 G 61.18FLOOR GLUED AND NAILED A6 PER NAILING SCHEDULE 7Cflai•I R VA ON 5/S' GYF4W BOARD OR 1/2' HIGH STRENGTH C .0. 50ARD R-4.1 INSUL. bQ P.T. FURRING STRIPS • 24' O.G. a, cm V!' GYP. UL. 50. WOOD BASE a. a. r1 W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•1'-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 927'0 PH: 407-774-6073 FAX:407-774.4078 wwwsbdesWigroup.com AA N: 0003325 summ as SILVERADO LOT #11 BLK. #11 FWD Tip 41 - 1 11 MODEIA 4EGB "GALEN" GAPAG2E swaNG: RIGHT PAGIM DETAILS 150 MPH EXP. B MN. ®I V _ - -- - V Ili Sv CUT NAB.s, dote ow c.4w4ee Dose elrcK uv re) a S"' A -DOLTS 4' 114100MEW HK W/ YW-A WAGWR AND NO SPACED NVIIIHILY PROM PLOM TO GARAOR DOCK HIM N JO" pots R TO PILLNO, 1-2Xe PT BLOCK • CENTER OP IB DOOR HEADER WKIMAD' J-DOLTS 4' 04OWM (T W/ 2'W-4- NA014M AND NUT. ®MDTte+ I ® f mIN Ac4c4omAmw To M~AC'TURM" NSTALLATkM NSTW=TkX* U04M GARAGE DOOR BUCK ATTACHMENT \QV4GL4or.r- 2X4m SECURE TO BLOCK W/ T1(a' TAPCONS (MIN. SHANK SIZE H5 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) 8' cm A. DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING NOTE, STRUCTURAL 2X I'X4' OR P)O' P.T. NAILER 2>0b� MUTT DE ON OUTSIDE 4 SECURED THROUGH be4 P.T. OR %A4' MIN. SECURE TO FLOCK 19/2-V NON-STRUCTURAL VA' SECURE THRU PRAME 4 TAPCONS TAPCON MIN 1 Yi EMEND Ili INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ V TAPO" MIN. HEAD SIZE 300 • CMU ❑ (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y49 DRYWALL MK HEAD SIZE "0 MIK EMBEDMENT 1-Yi IUT14N V OF EACH END 4 V O.C. MAX SPACING. �14*X4'OR I'X2' P.T. NAILER WITHIN 6' OF EACH END 4 2X8mw 11 19' Or- MAX SPACING SECURE TO BLOCK W/2-T1(a' V O.SAk X 4' MIN. CASING TAPCONS (MIN. 8HANK SIZE .148 151 DOOR CASING VATTACH DOOR JAMB OR WINDOW MIN. HEAD SIZE "0 MIN. EMBEDMENT I YEN DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN 6' OF EACH END 4 TO 2X PER MANFACTURE& DETAILS. I6' Or- MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO HLOCK +3/4 OR +5/4 R +s 4 + 4 `4 SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ TAPO" OR (MIN. SHANK SIZE .Wb MIN. HEAD SIZE 300 MIN. EMBEDMENT 1,49 WITHIN V OF EACH END 4 IV 04, MAX SPACING. 2X6+m SECURE TO BLOCK 10/2- TAPCONS(MIN. SWANK SIZE .HS MIN. HEAD SIZE 300 MIN. EMBEDMENT I YV ) WITHIN 8' OF EACH END 4 6• CM IB' O.C. MAX SPACING. JS' DRYWALL 2Xa, ® I'X4' OR P)2' P.T. NAILER SEA BLOCK W/J-114' OOR CAOWS (MIN. SWANK 612E .H6 4 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT 1 Y4') TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 16' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 �1/ TO HLOCK +1-1 " NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +1-166 1�" /il NBJDOIF .m BLOCK +1-18/ S �E: RTbRT.S. 2X4,m SECURE TO BLOCK W/'XA' TAPC," (MB,L SHANK SIZE J45 MIN. HEAD 61ZE 3" MIN. EMBEDMENT 1 Al) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH EC SECUREBLOCK U7-%' TAPTAFCON ONS MIN MIN. SHANK 61ZE J4a EMBEDMENT INTO BLOCK MR HEAD SIZE 3" MIN EMBEDMENT 1 Yi) a. GMUJ WITHIN 8' OF EACH END 41 K' DRYWALL 16' Or- MAX SPACING I'X4' OR DO' P.T. NAILER 2X8m SEA PTO BLOCK W!!-V4' CASING MIN. SHANK 812E J45 MIN. HEAD SIZE 300 DOOR JAM OR WINDOW MIN. EMBEDMENT 1 Yi)__ATTACH TO 2X PER WITHIN V OF EACH END 4 MA,UIPACTURES DETAILS. 18' O,C. MAX SPACING. NOTE- SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDA") DOOR JAMB TO BLOCK +2 4' A TO SMACK +2 IN 2X4m SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE .W5 MIR HEAD 812E 300 MIN. EMBEDMENT I Yi) WITHIN 8' OP EACH END 4 NOT STRU NOT STRUCTURAL 2X Ue' O MAX SPACING BEE+ ON OUTSIDE 4 2X6m SECURED THROUGH NCN-STRUCTURAL ' SECURE BLOCK LLV2-HJb'TAPCON MK I-X* (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR 14EAD SIZE 300 . cm MIN. EMBEDMENT 049 DRYWALL WITHIN V OF EACH END 4 18' O.O. MAX SPACING. 'X4. OR PX2' P.T. NAILER 2X8m SECURE TO BLOCK an-Va' DOOR CASING (MIN. SHANK SIZE .I4b 4ATTA,CH MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TO 2X PER IS* O.G. MAX SPACING. MANFACTURE6 DETAILS. Nem asef Mt®aD to 1Hlal4Ya1 fee /tlf arvaoA7 DOOR JAMB TO BLOCK +3' E BCAL + NTb. 2X4= SECURE TO BLOCK UY V TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN a' OF EACH END 4 NOTE, STRUCTURAL 2X 16' O.G. MAX OPACING. MIDST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12-V NON-STRUCTURAL )(A' TAPCONWMM. SHANK SIZE TAPCON MIN. 1441 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) a. Gl„u WITHIN V OF EACH END 4 A' DRYWALL 16' O.C. MAX SPACING. 2X6,® 1'X4. OR VX2' P.T. NAILER SECURE TO BLOCK WVJ-V*' 2ND 2X SECURE TO TAPCONS(MIN. SHANK 812E STRUCTURAL MEMBER jo Bv(2)12d WITHIN 8' OF EACH MIN HEAD SIZE 340 END 4 6' TO V O.C. MAX MIN. EMBEDMENT 149 "--DOOR CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW B3' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),) DOOR JAMB TO BLOCK +3' TwZ91w. TO BLOCK +3' 2X4m SECURE TO BLOCK WN♦' TAPCONB(MIN. SHANK SIZE 30 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE, STRUCTURAL 2X WITHIN 8' OP EACH END 4 MUST BE ON OUTSIDE 4 ID' C.C. MAX SPACING. SECURED THROUGH 2X6, NON-STRUCTURAL fir' SECURE TO BLOCK WI-1/4' TAFCCN MIN. I-Y4' TAPCONS(MIN. SHARK SIZE EMBEDMENT INTO BLOCK. i48 MIN, HEAD SIZE -400 6, cm MIN. EMBEDMENT I Y4 J . L WITHIN 8' OF EACH END 4 18. O.0 MAX SPACING, NAILER ❑ 2X84mo SECURE TO BLOCK W/1-1/4' �PX=V)a'P.T. V ObJ5. X 4' MR TAPCONS (MIN. SHANK SIZE J43 DOOR CABBJG MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN V OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING, MAN FACTURES DETAILS. m m4N1.Y1Rmaeio i,lfaro0 o aa®P� DOOR JAMB TO BLOCK +3-7/16- D0W TD BLOCK +3-7/18" 2X4m SECURE TO BLOCK WNi TAPCONS (MIN. SHANK SIZE .Wb MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ye) WITHIN 6' EACH END 4 NOTE. STRUCTURAL 2X 16' OG. MAX SPACING.SECURED "AT BE ON OUTSIDE 4 THROUGH SECURE TO BLOCK WVI-1/4' NON-STRUCTURAL V TAM" TAPCON MIN. I-X' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I )♦') 8' CM WITHIN V OF EACH END 4 x' DRYWALL 18' O.G. MAX SPACING. VX4' OR 1"' P.T. NAILER 2X6m SECURE TO BLOCK W/1-1/4' ri,P.T. X 4' MIN. TAPCANS CASING (MIN. SHANK 61ZE J4S MIR HEAD SIZE 300 MIN. EMBEDMENT IYi) POOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTAC 4 TO 2X PER 18' 04• MAX SPACE MANUFACTURES DETAILS. NOTE- SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4' H ► BLOCK + 3 4" ,1 N. RONALD REALM BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA#: 0003325 , b 0 0 aysD><v ee LOs': SILVERADO LOT #11 BLK #11 [PROZWT# 2 00 - 11 moDzu "GALEN" GARAZZ a�►aa4s: RIGHT IPAGM DETAILS 150 MPH EXP. B DA IM 11/15/18 acAxic: 1/4"=1'-0" gatzzT D3 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 1732S.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 62233 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2028 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 182402 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULUONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 56843 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR W31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 I(O SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM LW W W W.FLORIDABUILDING.ORG CONTROL DATE:10/04/2018 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX:407.774.4078 wwwAbdesWigoup.com AA 8: 0003325 i y d 0 0 a SILVERADO LOT #11 BLK. #11 PnDJMT#1 04 .0 2— 1 1 �oaszs 4EGB "GALEN" GARAaZ 8VUM. RIGHT Pwozm PRODUCT APPROVAL LISTING 150 MPH EXP. B PRSPCRFED CONT140L JOINT FLANGE OF CONTROL JONM T EE REM TED TO LAIN • S' 0l0. MAX (~.A lit DO NOT FASTEN CCMROL JOIN TO WALL EVEN F STUD BX1610 BBEYLOONND EXCEPT STAPL96 UV SE LZ CCO 11 L.JOM POP• DURSP6 NSTALLATION --\ FASTEJERS TO Be Sr • T' OA MAX VERTICALLY �• i 1 ' \ /j— rL 14 3 COAT CEMSNT WNN, LAYER L FORTPEER BUS.DN6 PAPER APPROVED METAL LATH PAM400 .T' f VERTJ Of- MAX AT SUPPORTS WIS LAYER'L STUCCO WRAP lUOW S1EAT14N6 \ LATH MALL Not aAr vwv vTO F• ro TTHROUUSSN C40WOWL \ JOINTS BUT SHALL BE STOPPED AND TED AT EACH SDE. PROVIDE 2X4 BLOOCI PER MTM CIOSa PLACED PLAT MAX. 6Vb' TO S' TJDu PROM CONTROL JOINT WEN COJOINT FALLS ON MROL \ PASTEDOM POR urw TO BE NA LS OR 61RUCTIRAL STUD STAPLES N COMPLIANCE UV A61M C4*S 2. WRE TES TO BE (NO. M) 00416' WRE 1 BLOCKNiS SHOIW MAY BE N ADD( \ TO UTALL STIRS REQUIRED PER PL,1N 4■ila OLraD NL1A1m •Pr.A FT. A L CIISAN • PI. a L COWAN . PI.O ® l rw.D 1ilYO . PL A L COWAN F Pf.0 i C1sAE1 • R. C A. FOLD PT. C OATR A. •. TILL Pf. 0ftCN P AN=TO11CISS IR Y' 0 RDMa, RAMP WATER 70W IRA"IWD. 00 Not ar. PAL APPROVED OINLDt* WRAP 6N4:.L IM LAPPED A MNI7M OF S' • VERTICAL LAM !ROLL ENDS) A 6' R NORMONTAL LAPS, ALL SEA IM NEED TO WE TAPED WTH FORTINR 041ATHa1a TAM I MK LAP • MA. LAIR \ 6C X X X�� LATH VEMICAL LAP TO BE P n nrn —I �— METAL LATH WIN, LAYER q STUCCO WRAP • NI PArEa LAP se6w / USE LAYER � SUSJON6 PAPER I roVAPER. LAP Q KICKOUT DETAIL blame, MLAPS OF FETAL TER BASES RHALL BE SECURED TO FRATIN6 1-IMBIRS, T1EY SWILL BE TED BETWBN SUPPORTS WTH 004A-N. (121-MIN) WIRE AT NTERVAL6 NOT MORE THNI W e2mMM). AS PER ASTM C1063 IAL POR REPAIR Q TEAM N WRD LAYERS, TEARS MAY BE PATCIED U410JSB WRAP TAPE PER MAN/. SPEC. OR PSM A STICK WOOD SNEATI BUILDI PAM STUCG C. a COAT CS!M@R :R LATH WRB LAYER 9. STUCi= ~ WOOD, SLEATHN6 LTw PET WOOD SHEATHING OR CMU WR9 LAYER h, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOFAUALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING L (NAIL TO ROOF PECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT r ROOF PER ELEVATIONS ns Lr I WATER TIE1T OAL (ORO OR WTALL KR:raur Ar SOTTan a waaF ( NTEYk11PS O"L" FLASHING LEGEND DRAINAGE PLANE (WRB LAYER 011, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER-•---•- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-64-1-0g, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abd&sWngroup.com AA M: 0003325 N a O �F oum aLOT: SILVERADO LOT #11 BLK. #11 Pnoa=T#T 04128.002-11111 MODZIA 4EGB "GALEN" GARAGE 671ITG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B patNT DATJk11/1B/18 OCALM: 1/4"=1'-0" sign= WA1 BACKER ROD BACKER ROD WRD LAYER It STLrn WRAP INSTALL 6' SELF-ADWERMG MEMOIR" FLASNINS OVER TOP, 610E(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECUENCE OF F•LASWNG TO ME, L ISOTTOM, 2. SIDES, 9. TOP VENT CAP IS TO W SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINT& MID NMRSECTION6 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO vtd1 6, Yi CAULKING • JOINT PER SECTION 117M.7 Etdedw htltl�and�� Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 925-12A. Installation of exterior lathing and framing shall comply with ASTM C 1053.1?A. 1t HOODED VENT il' THICK, 3 COAT CEMENT PLASTER METAL LATH UPS LAYER 42, FORTIFIBER BUILDING PAPER WOOD 6HEATHNG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — • — — • — • — BUILDING PAPER) METAL LATH X—x—X—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP A SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASI.1' f PIPE TIIROUGN WALL 1 6' 6ELF ADHESIVE— FLA6HNG (INSTALL PER MANUF. OPEC&) BUILDING PAPER — UNDER 'QUICK PLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METE! VERIFY LO STUCCO SCRATCH COAT A i COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLIW-v ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LEND FOAM ?R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 'O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SWEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEM BRAbd ENTERS BOX, APPLY TO PA EDGE APPLY E-Z BEA1 OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTR)CTION a' CAI WOOD "ATHING WRB LAYER'I, STUCCO WRAP WR5 LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH TO WOOD 6TRJCTUfAL It • 't' OZ. MAX .6, WIDE STRIP SELF AMISS" PLASHN6, CLEAN MASONRY b1likM APPLYN4 V FINISH •MAEONQY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK, e' WRB LAYER -I, STUCCO WRAP CUT 'A' INTO SELF -ADHERING MEMBRANE FLASHING;`+;< APPLY SELF-ADFIER PPL UJCs MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER M STEP #1 STEP 1*2 NMI WRB LAYER M, STUCCO GCO WRAP APPLY (00 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIRAP ® [:M�ELMFBR�.41 FL�ABHNG �- UIRB LAYER -2, FORTIFIBER BUILDING PAPER STEP 03 STEP *4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesWWoup.com AA k: 0003325 V At 1~ d NU=l ►. a s oap SILVERADO LOT #11 BLK. #11 0 128 02-11111 �D4EGB "GALEN" OARAOR aymp RIGHT 1 PAOM WALL ASSEMBLY DETAILS 150 MPH EXP, B R11/15/18 1/4'=1'—O"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF—ADHESIVE FLASHING — — — — — k 2 112' k CORNIER BEAD (FASTENER 4 SPACING * 11 O.C.) CMU Sib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748018 FAX: 407.774.4078 www.abdosigngmup.com AA #: 0003325 U sysD:v ae r.OT: SILVERADO LOT #11 BLK. #11 PROiDCT' 04128.002-11111 MOD=- 4EGB toGALEN" GAiRAGN swngm RIGHT PACM WALL ASSEMBLY DETAILS 150 MPH EXP. B A. F15/181-0 NC T A3 Yi GAP TYP CA81NG BEAD To TRIM IX TRIM MEMBER STUCCO TO 81DING TRANSITION SIDING STUCCO i' THICK 3 COAT CEMENT PLASTER METAL LATH WRO LAYER Q, FORTIFIOER OUILDMG PAPER WOOD 6FEAT14Wx WRIS LAYER M, STUCCO WRAP \— CASING BEAD W SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) uaac W6ATNIH6 TIMIt INKelethi! e�AIMIM / \ WAUM MOIST"SAMOM / \\ WIWI tijtP bom / / � \ i' A6LF-ACF16RN6 rLAeNMm I LAeGNNMGdD��G s � � uRAeAiUERR I^�eelenvs \ �� VXAT&EltIPMeleihl! eTART6R STRIP W &ELF-AGNER9Ya \ ` / FLAWMb --- — GALw FATAL GALw MTAL — Z' FLAWMO 'Z' R.AWMb on , V.- . - ..... . u�ao TRn FlFRl1! / GABM I %• �LAOR VmAEANT ' aQASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 25 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADWE51VE FLASHING — — — — eulwiv. ae i or: SILVERADO LOT #11 BLK. #11 PADan=# 0412 .002-11111 1�DlIs 4EGB "GALEN" OARAGM XV7K l RIGHT PAOIQ: WALL ASSEMBLY DETAILS %160 MPH EXP. B L AR NO 0072 J r11/15/1B 1/4"=1•-0"A4 -2x6 SUB-BANb W/i'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK —DRIP EDGE 1� —1/8' TEXTURED I FINISH • WOOD I �� 1/2' TEXTURED j FINISH o CMU I V METAL FASCIA \� J WRAP V FROM STUCCO, I- FROM WOOD WALL EXTERIOR WALL _ (FRAME OR CMU) \\ \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION 1/9' TEXTURED RMIEFI • WWD, 1/2' TEXTURED pm6w • C1U x ' ' METAL LATH x x x x x x x x METAL FASCIA UNAP UlOOD EN$ATHING x x x x x x OR CMU x. URS LAYER '4,x x x x x x STUCCO UIRAP(FRAME *&Y) x x x x x x x x x x x x t — WRB LAYER 7, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (MUMS ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 am a wD m Roopm CEMENT x x x x x x x x x x x % x x x x x x x x x x '. FELT PAPER C401D x x x x x x x x x x ..... b. DRIP EDGE META. KICK OUT x x x x x x x x x x x x x (REFERENCE POINT p ONLY FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED �\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) �— IZ/8' TEXTURED FINISH • / WOOD, I/2' TEXTURED FINISH ® CMU ' ! 2x6 SUB -BAND W/1'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL II I ®PLAN A PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUS -BAND W/%"x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1 i'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774.4078 www.abdeslgngroup.com AA 0:0003325 amm Po'umlv. a LOT: SILVERADO LOT #11 BLK. #11 PROJWTN 04128.002-11111 MODEnu 4EGB "GALEN" GARACli M WITINO: RIGHT PAOM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B DAM11/15/18 SCAIM 1/4"=1'-0" wific" WA6 38'-0" 12'4" 101-0" 1814" TE-1 IS I I 4" C()NC. .- w °J I SLAB I t- m I 3 FM-1Bx18 XTEND — — — — — SLAB 1 112" I9'-0" 11'4" 11'-8" 8'•8" I io PLACE ELEC. CONDUITFOR KITCHEN ISLAND LL I I? 2T-1" EP N ii 19'-0" 19'A' N to �� UPT02NDFLOOR (FIELD VERIFY 4 EXACT LOCATION) F-24X/8ap I M � W LL _ =— C F-2024 �— --� ---Z r. J -��_ ; 4" 4" PVC _ 3,,g" 5 12" CHASE s 1 I I ND �' 7q SLABtl2" N I I a p 5 I TOP OF F � m 1.1 SLAB I I I �I 6I 2 I 1 I I �FM-18x18 '1 EXTEND — SLAB 1 1/2" _ I �F-24X24 yL"I{J F•24X24 � '9 9'-4" 4'-0" #� T-4" 8" I 5rz ill FM-12X18 " L ------ ------------ m 4 1' Iu lV FOUNDATION PLAN SCALE: 1/4 - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + V-V, SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE I Q" 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 WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.121INDICATEO #5 BAR, @IDICATES #8 BAR, EDICATES #'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", #S =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.131ASCE 5-13, USING: Fm 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C475 GROUT (3000 PSq, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED V-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Slh EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 610 W7.4-1.40VER GENERAL 3 1- 0 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 3ff LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF TOP REINF. T.O.F. SHORT LONG FM-18x18 1S" CONTINUOUS 18*' - (2)#5's FMC-10x18 Is" CONTINUOUS IS, (2)#5'1 #S IN CURB VARIES CWC-12X12 12, CONTINUOUS 17, - (2)05's #51N CURB VARIES TE-1 8" SEE PLAN 8" - (1) #Ss #5 IN CURB TE-2 12' SEE PLAN 8" - (2) #5's F-12x78 12, CONTINUOUS 181' - (2)#5's #51N C5RS VARIES F-24x48 24" 48" 12" (2)#5's (4)#5's FM-72X12 72' TINUOUS CON 17, - (2)#5's F-24x24 1 24' 24" 17 (2) Ws (2)#5's ,i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-7744078 wwwAbdes*igroup.com AA #: 0003325 W h W� om aysnn►. ai L01Y SILVERADO LOT #11 BLK #11 Fmon=T# 04128.002-11111 zwD 4EGB "GALEN" GARAGE OWMWG: RIGHT PAGM FOUNDATION PLAN & NOTES 150 MPH EXP. B 30" IN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND r • c •�o. a SPACING REQUIREMENT9 C SPACING REQUIREMENTS' a_ —._..'ram 1 GARAGE DOOR a w d' N m Q �--rr ,•• . 'I Sp 1 —FM—" I •; O RECESS w N 8" CMU WALL O 8" CMU WALL n . CORNER BARS, SAME SIZE A9 BAR l/.� w B" O 5 . IN FOUNDATION WITH 30"LEG EACH W 2 +_ WAY AT ALL CHANGES IN DIRECTIONS N N - TOP OF SLAB TOP OF SLAB I ... - •1I SO THAT THE STEEL REINF. IS CONTINL OUS , ' MATCH AMOUNT OF CONTINUOUS BARS rI CURB FOR PORCH SLAB 4 < SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) M3 18' : .� EXT. PORCH SLAB Lou �, - —y- _ LSEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER iSTORV I.I �• i 1 ,ILL '" P. I CONTINUOUS STEEL MONOLITHIC . r ' FOOTING REINFORCEMENT SEE SCHEDULE MASONRY MASONRY Sv" UNITS SET 7;p, AT ELEV: W, W/ 1/2" IS ATION JOINT (WHERE �' 8" CHAMFER (2STORY) 04 24" W/ 1/7' ISOLATION Il. .. ! 8" CHAMFER (2STORY) 0 V APPLICABLE) z SEE SCHEDULE #5 3Y JOINT(WHERE APPLICABLE) Z •! i EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY, N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3a^=+'-a' 2 SCALE: CORNER BARS DETAIL OPENING GARAGE 3 (D2D20�01R SCALE: 3/4°=1'-0" SCALE: 3/4"=l'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4'01C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE udl ' PLANS FOR SPACING. SINGLE 2" CAPPED a7a S N NEW REINF. BAR BTM. PLATE TO BE PT. GALVANIZED PIPE a. SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO W/FLANGE 0 BASE g I EPDXY, MIN. EMBED ASONRRRED. J g 8". UNo NAIL 18"/O/C aa p FOLLOW ALL MANF. FOR fn U8ECI�FIDCATIONS I SECURE FLANGE TO F- PREPARATIONOF HOLE. W W SLAB W/(4) 1/4' X 2 1/4" Z � SEE SLAB SCHEDULE TAPCONS w I J � P^ TOP OF SLAB 4" CHAMFER (1STORY) 8" CHAMFER (2STORY) EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 5 BOLLARD ADDING BAR TO BDALE:34"=1'_0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 8 SCALE: y'"=''-° (NO UPLIFT) SCALE: 3/4"=l'-Y' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a s da $a 0 N p 8" CMU WALL c Z POURED LINTEL CONT. (TYP.) B"CMU FILLED CELL (TYP.) TOP OF SLAB 2X WALL FRAMING I SEE SLAB SCHEDULE 1/2' DIA. USP 725OSD BOLTS 5" _ MINIMUM EMBEDMENT INTO 'ISOLATED" COLUMN PAD Ik GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 18" O.C. VERTICALLY MAX j POURED MONOLITHICALLY WITH T y FOUNDATION AND SLAB 4 SEE SCHEDULE ' FOR WxD, BAR SIZE I 4 AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO ,� FOOTING AND COL. PAD BLOCK WALL CONNECTION 1 V SCALE: 3W=1'-0" 11 SCALE: d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes4pigroup.com AA 8: 0003325 ANNE oumly At L,o1� SILVERADO LOT #11 BLK" #11 Pleoaam" 04128.002-11111 awaz�l4 4EG6 "GALEN" OARAOX •WUM. RIGHT PAO= DETAILS 150 MPH EXP. B 1r>• '� � r-a• FIRST FLOOR DOWEL PLAN SCALE: 1/4 = 1'.0" swan►. & LOT: SILVERADO LOT #11 BLK. #11 P1tOJmCT" 4 2 . 2-1111 moau.1 4EGB "GALEN" aARAGU swnra: RIGHT PAGMs FIRST FLOOR DOWEL PLAN 150 MPH EXP. B D TM 11/15/18 ■CA=M 1/4'=1'-0" x1mc T s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. 4. • - 0. . TO HORIZONTAL REBAR GROUTED BOND BEAM it Z d — VARIES PER ELEV. g . N .4 O #6 BARS 1 • �� M 10" HOOK � ••, 4. p CLEAN OUT REQUIRED.. -a=•_ .•-�.._jr •" •a-�.•...e l '4• 06 40 FOR INSPECTION 11 O 10 A 0'-0' FIN. FLR. :.a TIE VERTICALRESAR . •4 ! • TO HORIZONTAL O REBAR W110'HOOK —` BAR SIZE 148 BAR DIA I W 60 6 > 2' #4 4" #6 30" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA CMU UNIT DIMENSIONS ARE NOMINAL SIZES ##7i ar HORIZONTAWERTICAL HORIZONTAL/VERTICAL METHOD za #5 30' MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0' REINFORCING REINFORCING "� 3s' � 2 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 wwwsbdesWgroup.com AA N: 0003325 , BIIIIII ammo mmomN sLTSDIR & MR SILVERADO LOT #11 BLK- #11 PROJ�QT* 4 2 0 -1 1 Moaair 4EGB "GALEN" GARAGE BWDM: RIGHT PACE: DETAILS 150 MPH EXP. B DPmm 11/15/18 OHcT s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W(9)10dx 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED VIP (10)d x 1 IQ" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZED IP'TMN REMARK tO (2)2x6 O(2)26 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I 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 (us9 617H, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING Sal MASONRY 3000 8x8 (1)#5 N/A I N/A GROUTED SOLID BB2 MASONRY 3000 Sx18 (1)#5 (1)#5 N/A N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 40-0— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE MA4R76 4FIa4e 4PR4a 61a4M -- SffiOa LENGTH ra (4r) PRECAST 2231 4%W (4n PRECAST toss Nor (54') PRECAST 1699 r-C (841 PRECAST 1217 SAW (M PRECAST 10M " (7n PRECAST M r6' (on PRECAST 743 9'r (112') PRIBOW 664 iSd (12n �" T 4TS 11'4' (13n PRECAST 3M I" (W-) PRECAST 337 I" (16n PRECAST 206 Ira non PRECAST 270 4f4r n7n PRIBUREnm NA 1S4' (Ifn PIMSTR911011) N.R ir-e (ti91 PREBIREMM NR 19'-4' on PRENfREIM NA 21'-' OM PRES ROM RR ZW CM49 FORIMEBS® NR 2fd — PRE6TAE m NA EC7EL7©C�DOD voo�o�ay. OD��m�m ©m0[:7�00 ©©ono©v E�®00�00 m000000. m Eiu-'7 EE7 E�:7 E1✓7 E"u.7 E�� m©©0©K:7q,W _ Om0000 00000 oo©©ono """OEM ""om000 000000v 0szs"0"00 � E�i:7 EC�7 C7 ECG EE;i7 EE7 "000000 0000000 �E1�7�E1u70E�70 �00"EE3L'!00 EC�EFifs:M©01cz0 ©©ODEi37ILM0 No j IN (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALLVALUBS TAM FROM WM LOAD TAKES' BY CA617=111 MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE 10 BE DWALISD PER MANUFACTURES SPECIFI:ATION8 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED UNLINTELS SAFE LOAD PLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE wr ae RCMU TYPE I TWIT I W04T I 4PIa4T I ~T I 410M fiRr1rJOR SW (42) PRECAST 10ti 1024 INS " (42") PRECAST 44r (401 PROCABT M 7S3 1300 40r (4n PRECAST P6' (5n PAIMAST 022 S H 1073 4W (In PRECAST Si' 009 PRECAST 411 411 746 " ("I PREGAST 5-UP (7n PRECAST 340 339 610 &10" (7n PRECAST 6 6' (in PRECAST on 721 MO " Pn PRECAST 7%r an PRecAw 424 SW 368 ?IV On PRECAST ow pin PRECAST w 612 ti0 S-4" (Nr') PRECAST IS4r (12n PRECAST M 401 160 iMr (12n PRECAST 11t4' (13n PM AST MD 462 /64 IIW (/3n PRECAST lrNr (IM PRECAST 344 4W 19 1" 04n PRECAST I" (16n PNWM 217 324 110 we (76n P463C/18T 144F (16n PRECAST 2116 2ti 100 1" p6n PREGST 14LV (176") PREWMM NA 254 91 UIS' tim PRESIIES 16w (ion PI637I92 M NA ti9 a I" rot') PR6811m 17W On PRESfREo1ED NA 104 Of I" (20n PREMM 1ST' p22') PMI NA 140 K Ir-4' Mn PNMM rw (20n P ISIT11 1140 NA lz 42 "w 0T6n P41Eom 2r•0' (IM PRESIREISS) NA 118 40 2" X" PRF.SiRO 24W (tin PRMIREBBED NA 91 33 afo PM PR68m (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR - PRECAST PRODUCTS SY ormw -PROWQE Low" IrOF SEARING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCEM 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4 = P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngrouP.00m AA #: 0003325 sunviv. ae LOT1 SILVERADO LOT #11 BILK. #11 Pm"=T# 04128.002-11111 mox" s 4EGB "GALEN" CARAOM NWDt - RIGHT PAOSs FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) %150 MPH EXP. B r 11/1S/18 1/4"=1'-0" s2 ifs CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP. n8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL *�k V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �V PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8'k18" fp FLPY�' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE VATH A UNTEL THE BOTTOM BOND BEAM COURSE OF BONO BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL •• 1#6 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / 9 �Ya• Q 8, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. 8 / - a5 � 8xl8 DEL BOND TOP OF / QED BEAM Wl(1)05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM 30" TYPICAL ' �pel,a�t� W/(1)#6 BAR.: BOND BEAMT F FILLED V# GROUT .�a0 U =UNFILLED GROUT SOLID FROM T \ .fIYQ NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S, R E BOND BEAM BEAM COURE #5 BAR IN BOND BEAM SEE NOTE 5 �/c R T/ 1 �16-1 LJ LINTEL W (S#5 BAR (L21 CORNER NOMINAL LENGTH OF WIDTH OF MASONRY �Q HEIGHT OF #5'S, TOP OPENING-7' BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE THAT XFXX - 1 T/1 MlOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL(L7)REFER AND XFXX - 1T/OWOB INDICATESA SINGLE BOND BEAM TO PLAN FOR LOCATIONS TO OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3R8 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-14' EMBEDMENT #5 BAR SENT AS SHOWN 2x8 (MIN 2 X3) 2-3/16 TAPCONPRE-CAST OR DRIVE PIN(MIN SHANKWINDOW SIZE.145MIN HEADSIZE .300SILL MIN EMBEDMENT 11/4")8" ffILOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 0 m EMBEDMENT 2x8 (MIN 2 X 3)2.3118 TAPCON OR DRIVE PIN (MIN L SO OPEN FACE SHELALLOW SHANK SIZE.145 MIN HEAD BEN SIZE .300 MIN EMBEDMENT 1 2X4SECURSOLIE BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND TO SHEATNG HING W/ UPPER AND LOWER MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT vcMUW" TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/18" OSS SHEATHING CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0' SILL CONSTRUCTION UE 4 -CA , 2,=,,-� ARCHWAY FRAMING DETAIL 5 SCALE:34"=1'-a PROVIDE 3" DIA HOLE IN LINTEL 50 THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL > I SINGLE #5 CORNER I s BAR, 30x3O TURNED UP OR TURNED DOWN IMO FILLED CELL STEEL REINF. 0= BOND. BEAM II t II — t�tl tl 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(5), PROVIDE #e BAR AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdesWnSr'oup.wm L AA #: 0003325 anm� BiJaDIN. ae IA n SILVERADO LOT #11 BLK. #11 PR0J=T* 04128,002-11111 3ccsiai�t 4EGB $'GALEN" GAP-tGM 8warCk RIGHT PAGEt DETAILS 150 MPH EXP. B aATM il/15/18 BCA&U 1/4'=1'-0" Wme" S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W(9) 10dx 1 1/C HDG NAILS. SMALL JACKS < Q'MAY BE NAILED W/ (10)dx 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 1Dd 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (C). 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 ACCT'UATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG; WITH WASHER Q 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 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUW MANUFACTURER / ENGINEER NOTE& 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x8 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 e02 a BABE PLATE OftMARK REMARK DEBCRIPTLON REBNFORCEOtiIENT 4x4 (3 1/7412") USP HTT4 W/ 5N' DIA, x C s® 01 SYP. PT, WOOD POST EXP. BOLT ® DOUBLE STUD 4x8 (3 1r2'x5 12") USP HTT4 W/ 5/8" DIA x 8" s® Q 8YP. PT, WOOD POST EXP. BOLT GIRDER TO CMU WALL VW USP ---- --- LGUM26-3 W/(4)3B°X 4" W_—------------------ ---- EDGE BOLTS TOCMU&(4) --------------------- — 1/4" X 3" WS3 WOOD SCREWWSS 1 G A500 LBS — ------------- D PREFABRICATED FLOOR LL 1 TRUSSES Q 24_O.C.— kX _ - ------------- ---------1----------- --------------------- ---- SPLY------FG1 ---- —--------- ----- — FT7 I G: 4248 LEIS 3-PLY---- --- ------- --- G: 4248 LBS------ FT4 10E ----- -- ----- 5-- -- APPLY DRAFTSTOPPING ----��—fir—T 31 ALONG THIS TRUSS AS TO I I I I I I ----- ---- — — — LIMIT AREA TO 1000 S.F. FT9 —----------FBCR 302_12 --- LL�--LL— 2X4 WOOD WALL VIM SYP Fri N0. 2, STUDS � 12" O.C. —------- ------�--------- 1 1 PREFABRICATED DFLOOR 1----------- RUSSES�24"O MAX I Y 1 4 9A n n 10E 3 I 3.1 1 3.1 .1 LL ----- - � - - - - - - - - 4 3.1 1 FLOOR FRAMING PLAN 4' . I'-m S N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeskgngroup.com AA B: 0003325 aLTSDIV. SILVERADO LOT #11 BLK" #11 rnoj=T1P 4 2 , 2-1 1 moDx]w 4EGB "GALEN" GAPAOX BWMCk RIGHT PAGM FLOOR FRAMING PLAN 150 MPH EXP. B DP 11/15 7 BCA7,M 1/4"=1'-0" mamc T s3 NGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR BRACE W/ (3)12d ® EA TRUSSES WHERE RAWINGS FOR REVIEW SHEATHING TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT NO APPROVAL FASTENER SCHEDULE" COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING # 1175 UPLIFT USP "X" SEAMS) PLYWOOD SHEATHING, SEE 2) USP HTA18 TRUSS d 0'-a' TO 30'-0" (1) BRACE "ROORWALUFLOOR H (9) 10d x 1 12" NAILS TO TO TRUSS AND (4) iM" z 21/4" TRUSSHTWMA D (4) I x 30'-1" TO 60'-0 (3)'X' BRACE SECURE 2xe PT. PLATE SHEATHING RUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/SINGLE TAPCONS TO CONT (1) "X" BRACE 0 CENTER TO BILK W912" DIA FASTENER SCHEDULE' ONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 ZXGXr-O' POURED LINTEL (2) ")"BRACE DIVIDED EQUALLY ANCHOR BOLT WN Z' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d FROM CENTER TO END. WASHER SET IN HIGH 10d x 1 12" TO TRUSS. FL#17680 NO OVER TRUSS (NOT NAILS, 2 ROWS, 3O/C TO # 1900 UPLIFT (2) USP 2x WOOD FASCIA, STRENGTH EPDXY W B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY HTWM20 INSTALLED ON PRE-ENG TRUSS SEE ARCHITECTURAL MIN. EMBED. AT 32" OC 10d x 1 12" TO TRUSS EA STRAP. FL#17680 BED IN CONJUNCTION WITH CONNECTOR. OPPOSITE FACES OF MAX DBL STRAP, 1 EACH SIDE VuS2PPS UP AND EAVV UPLIFT CONNECTOR BLOCK WALL W/1010tl TO PRE-ENG GABLE TRUSS SECURE GABLE T02x8 OVER TRUSS (NOT SHOWN) L#17680 TRUSS AND (4) 1/4" x 2114" P.T. PLATE W/ 12ds 8" TAPCONS TO CONT CONTINUOUS BOND BEAM STIFFBACK (AS PER O.C. MAX E, 2x W000 FASCIA (A) USP LGT2 W/ (5) 1/4'X3" POWERS WEDGE POURED LINTEL TRUSS ENG) CONT. S SEE ARCHITECTURAL BOLTS (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) 2x4 SECURED Wd (2) tOtl's EACH TRUSS 2x SECURED W/(3)16tl (B) USP RFUS STEEL CONNECTOR WITH (4) TO BE INSTALLED GALV. COMMON NAILS. WOOD 3/4'k5" WEDGE BOLTS AND 10'-0" O.C. MAX lx2 SECURED NN 10d S ® 24' O/C, 5rENGINEERED tx2 2x WOOD FASCIA 112) WS3 SCREWS FL#8223 GALV. COMMON NAILS SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C VIEW 2x SECURED W/ (3)16d PROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED Wd 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE FOR GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS BOND BEAM REQ. MASONRY BOND BEAM 12, 01C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L310 (1 STRAP) A ALLOWABLE UPLIFT = U:3980 LBS, L1786 LBS (2PLY) TAP CONS MIN. = B ALLOWABLE UPLIFT U2430 LBS, L1310LBS (2 STRAPS) B ALLOWABLE UPLIFT = U:0000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS ) T COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1A 16 B 34"=,-D GIRDER CONNECTOR(S) 2A 2B TYPICAL ROOF y4"=,•-a, BLOCK WALL W/ GABLE END 3 SCALE:311" 1'-O' GIRDER CONNECTORS) 7 scALF:3a'"=r-a' PRE-ENG'D TRUSS 314" T & G SUBFLOOR GLUEDAND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL BO. FLOOR TRUSS CONNECTION L.B.W. 4 SOALE 114"l-a• (NO UPLIFT) NOTCH DEPTH 114'1) O OLE EDGE >5/8" OLE DIAMETER < 2/5'D SC4_. STUD OUTER 113 OF SPAN ONLY 11 HOLE EDGE>5W8" BTM. HOLE DIAMETER PLATE < 36'. DBL. STUD STUD NOTCHING AND BORING LIMITS LSTA12 20 GAUGE W/ 10dx12 HPG COMMON NAILS. 0 EACH END TOTAL OF 10 GIRDERNVOOD POST CONNECTIONS SCALE: A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 34' USP VEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8)18d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" USP WEDGE43OLT/J43OLT, W MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FLA17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4f` USP WEDGE43OLT/J-BOLT, 5" MIN. EMBED (36) 180 GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 D - USP THOH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4" USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2050 LBS YM (4) 3/4" USP WEDGE-BOLT/J-BOLT, S' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FUH7232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-a' PRE-ENGINEERED VALLEY TRUSS CONNECTION 6 SCALE: N.T.S. 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2 2. END OF FRONT AND REAR LEDGER SHOULD °0 LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS j 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °D CLOSER THAN 6' 0/C. 5, IN LIEU OF HILTI PAPS, IW DIA x 3' MASONRY 121 _ SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE SIZE BOLT SIZE ®OENACr83 CEWPAL84ACN8 DOUBLE 2z8 12" 8" O/C iS' O/C DOUBLE 2x8 3W 8"ZVO/C RMARK DOUBLE 2z10 117, 8" 0/C 1S' O/C DOUBLE 2x10 3/4' 8" O/C 24"O/C DOUBLE 2z10 3/4" 8"O!C DOUBLE 2z12 12' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-a' 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(F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTIGA (FL#17238) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F7 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.dom AA #: 0003325 BVSDIV. ae W SILVERADO LOT #11 BLK" #11 13P3M0J=T# 4 2-111 MODUL: 4EGB "GALEN" OARAZZ 81MIG. RIGHT rwam DETAILS 150 MPH EXP. B DATM 11/15/18 BCAIM 1/4"=1'—O" BRAT S3. 1 A % FLOOR DECK 2x6 PT TERMINATION -7 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL TRUSS W/ (3)18tl COMMON W/ (8) 3/18" ° x 4 TPPCONS NAILS PROVIDE 2-TRUSS LIP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-O" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0 USP LFTA6W8 (16) 8d COMMON NAILS 2x BTUDS LFTA6 IAtl (16I 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF"BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING f USP 9PTH4/SPTH6 BTM. PLATE STRAPS W 10d x 1 FLOOR RUSOR 112"H13G NAILS FW72M GIRDER RUBS GIRDER WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3 4"=1'-0 DBL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d ® 3" O.C. 1ST PLY INTO LEDGER AND 10d ® 3" O.C. STAGGERED UPPER PLY INTO 2.6 BELOW B" CMU WALL REINF PER PLAN O .r E V i`Z 1X2 FIRE -STOP 1/4",USP #8 WOOD SCREWS x 7'LONG a V'O.C.; STAGGERED OFF CENTERLINE OFF 26; MT 3/4" AS SHOWN USP A3 EA ' TRUSS !4" NALPATTERN_ EiO PRE-ENGINEERED VKXN) FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3 4"=1'-0 #8 WOOD SCREWS x7 LONG 3" O.C.; STAGGERED aI AS SHOWN Qj , DBL 2X8 LEDGER IyNNI� TO CMU W/ 1/2" EXP. BCLT 8" CMU WALL AT 18" O.C. AND B" FROM NI REINF PER PLAN END W/ MIN 5-12" EMBED. FLOOR DECK PER V' ATION CIF /4„ .r NNLNIO PAT7EO4. o 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILERWti FRAMING PLAN) MASONRY NAILS a 12' O.C. iX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x8 BLKWG BETWEEN 5.1T TRUSSES W/ 10d ® 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8)16d NAILS DBL PT 2x6 BLKNG BETWEEN INTO LEDGER AND 10tl ® 3" O.C. #e WOOD SCREWS 2x4 BLOCKING EA BRACE. NOTE: ® TOP OF FUR TRUSS TRUSSES W/ 10d 3" O.C. 1ST PLY STAGGERED UPPER PLY INTO2x6 z 2" LONG 3" O.C.; A� TOENAIL INTO TRUE Wp (4)16d STRUCTURAL SHEATHING ( TOP 2X4 SUPPORTS ST. INTO LEDGER AND 10d 0? 3" O.C. BELOW STAGGERED OFF NAILS EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) STAGGERED UPPER PLY INTO 2x8 CENTERLINE OFF 2x8; 3/4" AS SHOWN 2x4 BRACE 0 48" O.C. w/ (5)12d 1'4" MIN. FROM 2ND. FLR. FLOOR DECK BELOW #8 WOOD SCREWS NAILS 0 EA END LINE 2x8 CONT. W/ (8)18d NAILS x 2" LONG @ 3" O.C.; DBL 2X8 LEDGER 70 CMU W/ 12" EXP. BOLT «� 8d RING SHANK NAILS 0? 4" O.C. MAX BT. OF FLOOR TRUSS FOR STAGGERED OFF CMU WALL AT 16" O.0. AND S' FROM INTO BLOCKING SHEATHING NAILER) � CENTERLINE OFF ; al S" CMU WALL 3/4 AS SHOWN R REINF PER PLAN END W/ MIN 5-12" EMBED. 18d NAILS 0 e" O.C. MAX REINF PER PLAN 1X2 FIRE-STOP PER ELEVATION -'r FLOOR DEC /4„ PER ELEVATION PER ELEVATION USP A3 EA TRUSS NAIING PATTERN PER ELEVZ/4" �0@ S �� NAa,eg PATTERN EgR ELEVATION ? PER ELEVATIONR ELEVATION PELEVATION 24" M PRE,ENGINEERED WOOD PRE-ENGINEEREDVWOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER VW FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) CONCRETE BEAM- PRE-ENGINEERED WOOD MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA18 tG EVERY SEE BEAM SCHEDULE FLOOR TRUSSES (SEE 17' O.C. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. TRUSS FOR BEAM FRAMING PLAN) 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA16032"MA FL#17880 INFORMATION SEE SCHEOULER AT TRUSSES PARALLEL (VERIFY W/R"SS SECTION DETAIL SECTION DETAIL TO EXTERIOR WALL PLAN) FW7680 AT PARALLEL /PERPENDICULAR AT TRUSSES BARING 5 PRE-ENG FLOOR TRUSSES ON EXTERIOR WALL SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'A" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING PER ELE ]ON VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TR1168 TOIOP PLATE 5/6" GYPSUM BOARD OR 12' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7'-,� s A-USP MTW12 U < 1195 LBS STRENGTH CLG. BOARD 4 SYP2 WASHER SET IN HIGH W/ (14) tOd GALV. COMMON SECURE TRUSS TO TOP PLATE wl (2) WOODOOD POST T TO T STRENGTH EPDXY W MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2,8 P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's W O.C. MAX COMMON NAILS EA 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING SINGLE CONC. POURED BTM. PLATE TO 13E PT. LINTEL COURSE PROVIDE DBL, TOP PLATE PROVIDE BLOCKING 0 .0. USP SPTH4 OR SPTH6 BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d X 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/Tx9" WEDGE ANCHOR WN 2' CONT. 2.4 SECURED W/ (2)10d's @ EACH 100 x3'• WASHER SET IN HIGHSRENCTH TRUSSMOOD POST CONNECTIONS TRUSS TO BE INSTALLED®1OA'O.C. MAX. EPDXY 5-12" EMBED. MIN. 010" 10a 10b 1 Oc OC MAX SCALE: 314'=V-0" GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL 4� • 7RyggTp,lpgTOpp.NEC71O„ SCALE: 3/4"=l'-(r .a A - USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 'e # B - USP HTW-20 U < 2046 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGTTORUSS WI(4) 10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PH04A AND(10) VYW WOOD SCREWS TO POST FL#17240/FL#172419 TRUSS CONNECTION L.B.W. POBT TOBLAB 9a gb CONNECTION SCALE: 3/4"=1'-0' A8B -USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2.265 G:13,815 WI 5/8 DIA x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,485 W/ 5/8" AB. WITH MIN. TEMBEDMENT TO SLAB & (20) 16d x 2-1/7' NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774.4078 www.abdedgagrouP.dom L AA 111:0003326 emm laLnm3ly. at LAT! SILVERADO LOT #11 BLK. #11 PamQTo _ 1 mo3±m1d 4EGB "GALEN" GAVAam 8VfUM- RIGHT PAGM DETAILS %150 MPH EXP. B PwmT -1 Dw11/15/18 aCA&M 1/4"=1'-0" S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DOG. WHERE X-BRACING IS PRESENTAT BRACE W/ (3) 120 ®EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG.BRACETO COVER 6 TRUSSES) 0'-0" TO 30'•0" (1) "X' BRACE 30'-V TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFF13ACK ATALL 2x SUB - FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO W 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16A ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24' O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2X4 RAT RUN 12. O/C AND APPROVAL SECURED W/ (2)12ds MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:a°"=1'.0 PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 wwwzbdesWigroup.eom AA R: 0003325 of Pi Y O O W� SILVERADO LOT #11 BLK. #11 a 41�T* - 11 11 mozom 4EGB "GALEN" GARAZZ OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B D � 11/15/18 OCALM 1/4"=1'-0" aster S3.1C SECOND FLOOR DECK PLAN SCALE: V4 = V-0' 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-77"078 FA%:407-774-4078 www.abdes*group.com AA N: 0003325 w y svawzv. m LOT: ON SILVERADO LOT #11 BLK. #11 PROJWT* 04 2 0 2-1 1 1 MoDZU 4EGB "GALEN" CAPLAGE 8V n Ck RIGHT PAom SECOND FLOOR DECK PLAN & NOTES %150 MPH EXP. B Dw 11/15/18 sCwi.m.1/4"=1'-0" ssncur S 4 7'•8�13'-8' SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 wwwAbdosWWo p.com AA A: 0003325 aUBDIV de LOTe SILVERADO LOT #11 BLK. #11 PnOJWT# 04128.002-11111 MODZU 4EGB "GALEN" GARAOR BWMWG- RIGHT PAD= SECOND FLOOR DOWEL PLAN 150 MPH EXP. B DxwT w11/15/18 aCAMM 1/4"=1'-0" mass= s4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 12" HDG NAILS. SMALL JACKS <W MAY BE NAILED W (10)d x 1 10 HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT76A OR LUGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41, 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 REVIEWAND APPROVAL. 9. PLACE bA 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 0 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL / T.O.A = TOP OF PRCH / 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 (rc rI) WXH SIZE REINFORCEMENT STIRRUPS REMARKS BIM. TOP MID SI- SPACING BB1 MASONRY 3000 6.8 (1)#5 N/A N/A GROUTED SOLID BB2 MASONRY 3000 Bx18 (1)#5 (1)#6 N/A N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEPLLOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH a76m rlfaa won omm pm TYPE LENGTH RCARI TYPE LENGTH Ms4T rant ~T awsW a►f4/T awW p4T a»ear ~ ae4ar a11M" par OOi/T pW w» ~9 p4aI=— anw p4a WaW I'd N29 PRECAST m1 am am ow m m 16r1 2''C (429 PRECAST 1026 10»I 7666 6'd (4Z') PRECA6T laoa fof Sw 4w wf 4m wet fw 4w "» IW4 1w1 fffr Mi fW fit 4w mi NO "" 4-0• (469 PREOABT 16M Am W" it ra1 7m aaT 4'4P (4P) PRECAST 766 R78 1609 41C i46i PRECAST »r M fw aim 4w M 4w flr 4w "» aM 701i4 11101 9r am f01a an 4m Yab am 41r (647 PRECAST 16W Im as mf 4m w rfl 4'�' 1649 PST e62 667 1DT8 4'd 6449 PRECAST »W JI M VW fib 400 4"I it SIN 4m "» r72 1w/ 11101 »W Tale Wr Si76 4W 4"1 mb PRECAST 1217 law Im Im JIM rr 4" " Rrl PRECAST 411 411 70 W-C (6" PRECAST im I an 2ri fm am 4m 1m fW eM Mr ,Tu ana rr ri ir1 4m RIP (LSy PRECAST 1062 110 Ifn m m no am rw PRECAST 6W 629 616 RIP (M PRECAST 4w 141 M 4= „ m-S-iP w IW mb 2w am I aw 41M Sd (m PRECAST 101 ,m 207 am m am 41110111 wl 61r a76'1 PRECAST 607 rn 490 RO" P69 PRECAST 30 »r 2f" m m mrr m +4W »fa fm aio am aw W» Td Pn PRECAST 7171 mi Td (69") PRECAST 491 694 m74• �9") PRECAST M" Ina m m w rW TV tr4 1 =4 aw air am me V-r h+� PRECAST w Iw Im m4 "i rr fw P•r (H2") PRECAST 696 612 260 a4' {712') PRECAST m i / a»r m w an mi flr YIO w m V» 1m 1w m1 2m 11T•S (+267 PREG6T 476 w m Iw ma :m + (+�') T 264 401 1e9 1Pd n2C) PRECAST w as m 1 2"1 W Mr ,m aw M" m m Im »n Im an am 11'-4' (186� PRECAST a62 m W Im fW ]Ma a»7 4m 11'-4• (18P) PRECAST 210 462 164 N'•r (18PI PRECAST 04 w m TOP i" Im m W tar IW are am 4m w w »n IW I"614 78W ,Td 0"') PRECAST 667 m m tw 1w ara p fm I" (144•) PRBCABT 244 402 i67 11W f,M PRECAST 4A m 7M w I1 I tar w m Iw Iw am am am m w W tm I 1n M. tSd (t60') PRECAST 266 4" M M7a f+r Mr aa+a am 134• (1607 PRECAST 217 291 170 171'-4' (160") Ppg718T 4» m m m w I "a 4" = Mr ma Im as >m 4r 40 w 110 »f I tm 14o p6P1 PRECAST 2n 4r td for mf Ni7 2m + (1WW) PRECAmir me 296 too 1fd (IW) PRECAST w m m 7a/ m I 1m W 7r Mr Im Im sm rr M 40 "7 lii I 1m 14"d (176') P NA Nit NR m m m m m tri' (17l� PRESTRESSED IIR. 26/ 91 N•6• (1767 P m m w m m m m m w I m I" 1131 Im 40 70 wo m is; am W» 18d (161') PRBTiRL88m N.R. M m M m m m m 164• (161') PRE6T NA 466 68 /6'1 (161') PRm111�66D m m - m w m m "1 1 wr 4» "0 tw "r it am an 1'Rr mn PRE NA m m m m ITW (266') PRb1TRE68® NR 194 64 174• wn PRIORI saes w m 4r m m m m w W w tm ,w 2NT 19'y/• (2]Y) PR861R68tm NJL m m Na rl m m 164• (Z12') PRESTA1:66® NJt. 146 62 1B'•B Mn PRE m In m m W 4r 4W m w rt aW I T4T Iw m 4w 7i 10W P. 1m 1W 1716 21'-P Mn PRBTIRBB6® NR m m m m m m m 21V• �� PRE NJL 126 42 21'f (2B6•) PR661RB66® IN IS w w S6/ m m m m 7" m m m tW m W w W 1114 »i "r 2ri0' �� PRE N'R' M m m m m m m 2" �9 PRBT NJL 116 40 22'd (26r) PRESIR� faT 1W m m 4r m w m W w 1" 1iW ,w »fi W W m Iw m a m W w 4" w m m iW 91'd p66� Ply NJL m m m m m m m 94'd PR»3f NJL W A 9FP (766•) PR641RM6® 1i m "a m on to m >0 m 4i w W 1ar 1@ (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUSS TAKEN FROM %AM LOAD TABLIW SY CASTOREIE IRY 20t6 ®ITION • PRECAST PRODUCTS BY INS TO MEET OR MOM VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO!B16TAL18D PER L~ACT461d SPECIPM.ATIONS •PRO DE N6mB1N0OF WARM PAST&M 6 OF MOMOP6N680 PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: I"128.03 TZZ, Ir no T47' -------��� —---------------- 8F16-1T/0M/0B III 81=16-1T/OM/08 -------- -------------- 1 1 1 1 1 I UNO, PROVIDE 881 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 18'-8", UNO GT GT 1 ?� I 8F16-1T/0MMB % % 8F78-1T/OM#)B 1 1 1� 1' 1 n 1 r------------------------------y SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeaWngroup.com AA #: 0003325 I L4 U Wy 00 Q :v>msv at LoT: SILVERADO LOT #11 BILK #11 !'1�OJmQTT11 4 .0 -i 11 MOD , "GALEN" 4aw�ulas swam: RIGHT PAGO SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B r 11/15/18 OCIEM 1/4"=1'-0" silS>Q'P s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WT(9)10d x 1 12" HDG NAILS. SMALL JACKS a V MAY BE NAILED WN (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEWAND APPROVAL. 9. PLACE 2A 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 7/8" LONG, WITH WASHER (018" 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 d-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUW MANUFACTURER / ENGINEER NOTE$: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2xe 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 SEE A BASE PLATE DR REMARK CW DESPTION REINFORCEMENT ) 4x4 (3 12'x3 12") USP HTT4 W/ 5/8" DIA x 8' SYP. PT, WOOD POST EXP. BOLT ® DOUBLE STUD ® 4x8 (312"x5 12") USP HTT4 W/ 5/8" DIA x(r SYP. PT, WOOD POST EXP. 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RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77441078 FAX: 407-774.4078 wwwAbdesigngroup.eom AA 0: 0003325 *1'a Q s03DIV. at 1.0 SILVERADO LOT #11 BILK. #11 1rn0jwT# 04128.002-11111 w0a 4EGB "GALEN" 0ARAGN t WINGL RIGHT PAGICs ROOF FRAMING PLAN 150 MPH EXP. B F'PRDITDATak 11/16/18 rN ALM: 1/a"=1'-O" >Qm'r sAp ID W ROOF DMNAMRAGMI FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 112" CDX EXT. PLYWOOD FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT e" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS G 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTSW IN W OF GABLE ENO GABLE -ETD _ F A ROOF WIND DESIGN PRESSURES N (GROSS) A E -1 ZONE 1 " 9.02 PSF (19.02) ZONE 2 " 18.06 PSF (28.06) ZONE 3 = 33.65 PSF (43.65) "A"= 4'-0" END ZONE DISTANCE BASIC WAND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 2 12" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 12' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 ExrERIM SH6A7H�x► USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Ed 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 7116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES z W . Y Z =Z U J . z Z Y dY V N N v TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAJLS 8" O.C. IN FIELD'` 8d RING SHANK GUN NAILS (a 12. O.C. IN FIELD or 8d x 2 IZ SCREW SHANK PNEUMATIC SCREW -NAILS a 1Z' 0.C.JLJ FIELD J\ TAP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 881 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 543 AISI SPECIFICATION FOR THE: DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL ARID SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHTECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE SULDING ANDITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REOUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXNL AI AGGREGATE SIZE SHALL E3W. PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWFATH E R WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO E CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS. OF PROVIDE S4eL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SABSONGROUTOVh6iE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALLBE DRAWINGS. SEAMS LAPPED B INCHES AND SEALED HPDH OVETAPE WITH PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL LASES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: OISODUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WATHACI 347, W/ DOT SHALL BE HOT DIPPED DAILY. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM-VWRK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP 02. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH, AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED W RE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A81S GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN MEETING THE REQUIREMENTS OF ASTM A448, GRADE A. AND SHALL BE HOT-0IPPED GALVANIZED. ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AD STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL�PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI 1" D FLOOR; LIVE LOAD 40 SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOA PM TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 38' 20 psf TOP CHORD non<onourmrd WOOD TRUSSES 10 psf BTM CHORD non-con—M DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 pef W/ No GYPCRETE) 10 pef BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W NO UPLIFT: I Opd BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf WINO DEAD LOAD SPEED III MPH 3-SECOND GUST (ASCE 7-101FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPUANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGSMIT SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT DOCUMENTS WLL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS Sl FOR AN ALLOWABLE SOIL BEARING PRESSURE 2 000 WERE DE GNED L RE9 LIRE OF psf, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SWILL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECMBCAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLADON43RADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURALT6ANCE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWLLL NOT EXCEED T 4 PRIOR TO THE ADDITION OF RASTUZEL CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C4 4OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL E TIMESTANPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES THE CONCRETE SHALL NDT E PLACED. IT SHALL E THE RESPON6IBLITYOF THE TESTING LABORATORY TO NOTIFY THE OTHERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IFOINDATONS} S FOR CONCRETE EXPOSED TO EARTHADOR WEATHER 1-11Y' FOR #5 ANDSMNLBU 7 FOR 96 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS WALLS AND JOISTS 1412' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS #5 BAR - 31Y' #7 BAR - 42" PROVIDE 3Wx 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDAROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY" PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5RMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY — rn — ANn rnuucurem -- LICENSED PROFESSIONAL ENGINEER PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE ALL BLOCK WALLS HALL B TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK S E MANUFACTURED IN CONFORMANCE WITH ASTM C80, GRADE i m = 1500 PSI. BLOCK SHALL BE PLACED LASING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE SEAMS BEFORE LACI PNG IN CONCRETE FOR -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDOR 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, OTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 38 ku FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A800, GRADE B, Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM83, GRADE B, TYPE E ORS, Fy = 35 W, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SWOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS VATH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THENUT METHOD. ALLANCHOR BOLTS SHALL BE GALVANIZED STEEL. J60LTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SWILL BE "USP STRUCTURAL CONNECTORS" BY USP OR EQUAL UNLESS NOTED OTHERWISE ON PLANS INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATOV SRE ttFE SMgNO REMORSE APPLIGTCN SI2E TYPE BPAgNG REwWI® 1,Q PTftITd4NOT0 RD.—­CONIC CASE W3RDENEDC04 NNLt 1?LOPS B•OC GARADE DOOR BUq( TO IM9JNRYADFL BEE OETNL SEE OETNL SEE DETM SEE OETNL BDO.-EXT. DIOORB CASE HARD@4®Cql 8'OC WWODWOOCPI FASBIED OARAOEOOORBV'X SEE OETNL BEE DETAx. SEE o— SEE DETNL 1x IT, 3EENOTEB NNL1 i?LAND. STAGGER® IMOrMBDNRYIWNC TO NABDMY/OJNC. WINDowo— CABEIW4DMEDCoL 8^0.0 WIN-1—META.s — CONTACT THIS ENGINEER FOR SPACING 1. PT, 8E 1-6 NNLiil2'LONG. STAGGER®__- MAS 11CONIC REQUIREMENTS E%T SIVWG DOOR 1SI3I1CClA 'TAP p4' 1B"OC _EIAND.B•EW NONEFAPoNO NOOD 1lY EMPA49IXV VEMBED. Y'ET0 24'QC BUCx2x PT,B NOTES NOWASHW FABTNHi DUST., 11 R•FO =E KLTO COVC. SLN3 II WI WASHER BOLT DUST.. 3•EDOEdBr h PfWNDOW BUIX p,130'M 21V S•O.0 4•END. 019T.11, P TO STEEL DAL., BEE WA91FR BTAGGH4ED EDGE qeT N01E8 I.STAP SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR OWING DOORS TO FRAMING SUCKS SHALL BE AS PER MANUFACTURER'S SPECSAND/OR NOA 3. ALL FASCA MATERIAL SHALL E HAND FRAMED 4. PAF SHALL E HILT] XZF HEAVY DUTY P9NS 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. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwmbdesigngroup.com AA #: 0003325 annn�, SILVERADO LOT #11 ELK. #11 P1W JZQT* 4 8. — 111 4EGB "GALEN" GAW.WX NVING: RIGHT >PAGM DETAILS 150 MPH EXP. B mmll DRINT A11/15/18 SCALIM 1/4"=1'-0" ii"><sizsi s IM F'J t c