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HomeMy WebLinkAbout7060 Silverado Ranch Blvd4s 992605 99 0 0 ALL 1hipRl( SHALL COMPLy WITH PREVAILING CODES FLORIpA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES A HOMES PLANS 12602 TELECOM DRIVE, TAMPA, FL 33637 Ta1: (813) 740-9720 Pax: (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 6TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE BTH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION *ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL CROUP R3 •CONSTRUCTION TYPE - VB •YIN. INTERIOR FINISH - CLASS B *BASIC WIND SPEED - VuLt=140 MPH Vend=118 MPH *EXPOSURE - B •1-STORY RESIDENCB - •2-STORY RESIDENCE - MAIL HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE MFR. A/C AIR CONDITIONING MIN. ADI. ADJUSTABLE M.T. ALT. ALTERNATE MTD. AMP, AMPERAGE MTL BD. BOARD N.T.S. CL CENTER LINE O.C. CAB. CABINET PL CLG. CEILING P.B. CIR CLEAR PH CONC. CONCRETE PLT. CPT. CARPET PLYWD C.T. CERAMIC TILE PR. D. DRYER P.T. DO DOUBLE R. D.O. DUAL GLAZED RA. DIM. DIAMETER R.A.O DIM. DIMENSION REF. DISP. DISPOSAL RM. DP. DEEP R.O. DR DOOR S.C. D.S. DOWNSPOUT S.D. DTL. DETAIL S.H D.W. DISHWASHER SHT. EA. EACH 3HTHG ELEV. ELEVATION SHWR. EQ. EQUAL SIM. EXH. EXHAUST SI. EXT. EXTERIOR SL. F.GIFX. FIXED GLASS STD. F.G. FUEL GAS SWE FM. FINISH FIR_ FLOOR TEMP. FLUOR FLUORESCENT THK. FR DR FRENCH DOOR T.O.C. FIG. FOOTING TOP. T.O.P. GA GATYR GE DISPOSAL TYP. GAR. DISP. GARBAGE G.F.I. GROUND FAULT U.N.O. CIRCUIT INTERRUPTER GL. GLASR V.P. GYP. BD GYPSUM BOARD W. H.B. HOSE BIB W/ H.C. HOLLOW CORE WD. HDR, HEADER WOW. HGT.ORFIT HEIGHT W/H INSINTUI,. INSULATION W.I. EAV. INTERIOR Y LUM LUMINOUS M.c. MEDICINE CABINET MANUFACTURER MINIMUM METALTHRFSHOLD MOUNTED METAL NOT TO SCALE ON CENTER PUSH UT TONE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRBl REFRIGERATOR RooM ROUGH OPENRNG SOLIDCOREEXTDR SMOKEDETECIYR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING STANDAGLAS3 STANDARD SHEAR WALL SECTION TEMPEREDGLSS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPR00% WASHER WITH WOOD WINDOW WATERBEATER WROUGHT IRON DATE DESCRIPTION mMn 24TORYCMC40 SFWCN ARCHITECTURAL SHEET DESCRIPTION oms DID BET ISSUED cl-covEg SHEET PG CI -COVER GENERAL NOTES PG Al FIRST FLOOR PLAN PG AlA-F1�OOR PLAN SECTIONS/DETAILS A2-SE ORFLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" pG pA4K-LEFT &RIGHTT ELLE��VppT ONg "K" pa EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN p pp1-FLU BI�'LG� PLAN PG Mi-FIRST' AGLA MECHANICAL PLAN PG M2-SDI-DECOND FLOOR MECHANICAL PLAN AILS ;G D2-DETAILS P IuIA PG D3-DETAILS PG WA =PRODUCT SAPPROV U IJSTIING p 11 pL� pS g g�� E� PG WA2=HALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS G WA4-NOT USED PG WAS -WALL ASSEMBLY DETAILS S W16 ADDED ELEV. V 4 Y' MATH SIDINfs PER MARK ENDUES =4" DID SET RE•I8VAP FootNG REVISIONS PERM. BouA a mW* I -JOISTS INCORPORATED INTO MASTER PLAN ®6/26M CONSTRUCTION DOGU"ENTB RE -ISSUED mSllVls ADDED VALLEY FRAMING DETAIL, UPDATED OOLLARD DETAIL M`� DETAIL- 'ADOWs BAR TO BOND BEAM' ADDED TO 812A 02AiA9 PLAN MAAdTENANCE a STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 �1 /1�� /1 S .�' . �/AW� S *T FLR LNINIS IIO4 8Q. PT. 2PDFLRLIVNG "I SQ,Fr TOTAL uvBG 2605 SCi FT. GARAi1E 431 ea PT. PORCH ELEV K' III ba FT. TOTAL ELEV IV 3163 ea FT. aao PATIO W 6a F7• STRUCTURAL SHEET DESCRIPTION PG 31-FOUNDATION PLAN PG SI.1A-DETAILS PG 31.2-FIRST FLOOR DOWEL PLAN PG 31.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG 53-FIRST FLOOR FRAMING PLAN PG 33.1A-DETAIL3 PG SEIB-DETAILS PG S4.1SECOND FLOOR DECK PLAN PG 34.2-SECOND FLOOR DOWEL PLAN PG S4-SECOND LIFT BEAM PLAN AND NOTES PG S8-ROOF FRAMING PLAN PG 3N1-DETAILS DRAWING / CONTRACT DOCUMENT V l REVIEW BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUC)TION (AS ANDD IN NEED OFFFFUDRTTHER DRAWING SET)OARE R CLEAR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR DITERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GEN1dRATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. _ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.8b0ssigngroup.eom L AA M: 0003325 s: o svannr. ae LLoT: SILVERADO LOT #17 BLK #07 Pl 0jwT* 04 8 - 707 LMfODMILA 4EHB "2605- HAYDEN" GAIRAGZ 81Fnf : RIGHT PAGIM COVER SHEET 50 MPH EXP. ROLAW A esr•s�o awRINT 03/11/19 sCAim 1/4"=70" s]lJD] M C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 1130121.2. 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 SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M 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 CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 W SHEET STEEL 1" MIN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/. -INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. OMWORK 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, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, 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 BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 950/6MAXIMUM 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 TOBEAMINIMUMOF 3'-0"BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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.' TSIBER 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 WAVER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALLBE 8 FT . SQ. PLUIBIIIO 11. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EKTERM WALL COVENDIN 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 FINWIHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2'THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C106312a 3. LATH & ACCESORIES PER ASTM-C-1D63-11A & 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. FETE RE✓ WANT CONPRIICTION 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 IOTA PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS 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 WALL 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. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdes4pWoup.com AA M: 0003325 I m oil pg 2 o SVSDIN. At X07t SILVERADO LOT #17 BLK #07 [Pao TIP 04128 00 -17 7 mos=u 4EHB "2605- HAYDEN" GAVAON BTA ZKM RIGHT PAGM GENERAL NOTES 50 MPH EXP. A. ABOU"CRA DATM 03/11.119 8CAIM 1/4'=1'-0" almom GN PATIO FLU S'-S' CLG. �ORCH W-V CLG. 3052 m 11MI OM 12 B-S' G.G. ROOM 8'-S' a& STAIR DATA 20 MIN. ppp 16 RISER • 1.54' 15 TREADS • 10' III Ilir a POYI� III in m V-V CLG 111 3068 III wnm' III TRANS r-Im• BOLLARD AS REQ. PER BLDG. CODE GARAGE W-01 CI.G I6'-0' X 1'-0' OW. -------------------- FIRST FLOOR PLAN SCALE. 1/4' . P-O' NOTE,2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 196' (35mm) IN THICKNE", SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE66 THAN 146Y35mn) THICK OR 20-MNUTE PIKE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 4Y12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL ISE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN K'16.9tm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112 INCH GYPSUM BOARDS. FBCR 2011 (OTH ED.) 302.1 m.I ro s wlc�ro�iiilEi�oLO�r OFBiIM IOUAffi 201E OW'NNIDoo RBMIIW MDTWE FOOfAS MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR ESN' I6 5 24/-31 M MIN. CRITERIA 66D. MIN. 41 5 23/-2% CRITERIA 16010 OJaD. 112 5 20.V-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIMLDATEWO SQ.FT. CALL. S IST RR LK46 1104 SQ PT. 2W PLR LNNG wl SQ. FT. TOTAL LNIM 2605 66L FT. GARAGE 431 SGL FT. FOICH ELEV K' III SQ. FT. TOTAL ELEV 1C 3153 SQ. FT. Bt10 PATIO 60 SQ. PT. MASONRY/FRAME WALL LEGEND W-B® L UNTO ON PLANS BRG. HGT. VARIES 6' BLOCK WALL UALO ON PLANS 16'-6' ERG. INTERIOR ® ERG. WALL UALO. ON PLANS 44' INTERIOR� LOAD 6147C•. WALL uJJ.O. ON PLANS -ALL INTERIOR DOOR$ TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesWtgroup.eom AA 8: 0003328 o I R oxneDiv. At LOT: SILVERADO LOT #17 BLK #07 pnoj QCT* 4 .002— 7 7 1K0I)Z3U 4EHB "2605— HAYDEN" GAnAG= OWING: RIGHT PAGIM FIRST FLOOR PLAN 50 MPH EXP. `i R LMO A ABOUCWACRA AR NO 90728 t•, DA 03/11/19 8CA mM 1/4-=1'-O- �� C DDL. TOP PLATE 9 BAR DETAIL A SCALE+ V1'•I'-0' RCH DTL. BALE: V2'•I'-0' 'C�HALF WALL AH U E� TREADS TO STRN6ER (2) LAYERS OF 3/4' PLYWOOD _ WAf3}M 3' SCRWIS . EA OR (2) LAYERS OF 9/4' Sll6 —' T , BCREWao STRNGER WTNRFJiDED SHANK BOOR MATERIAL RIPS FOR. TO EXIEND ERYOND THICJOlSS SOLID NIAILNG PER FASTENER OF am.m.0OR SHEAT14m /i SCNEDU LB / V / 42' H. 1/2 3/4' K WALCAP !'LATE II�MSAX. / STOR. / %.2xo S1T STRNSER / REINFORCED U2X4 SFT WCONT. DEAD OF E4. 2 X1 STRINGER / SECURE Wad •'-W OL. OF EACH CND, 32' Or — HANDRAIL • W/2X4 RE-N THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.102 STAIRS `RS RISERS TO 0"OW TO FECR 4TH HANDRAIL ENDS SHALL BE STAIR DATA: EIT DION (2aIT) MN TREAV•IN MAX. RISCR•T 3/4. 3M' RETURNED TO THE WALL OR �R . Tg4• MAX. VARIATION N 11001001MADS TERMINATE INTO A NEWEL IS TREADS • ADJACENT TO EACH OTHER W V MAX IO'• I' NOSNG VARIATION IN ANY RISCRTREAD HANDRAIL Gacul-AR OWED SECTION VIA TO CIE 1 3/4' POST. V4' OR PROVIDE EOINALIENT CPAMADILIT' WNDERS- MN. S' UN - NARROW ENO MN. 0' WDTH a G' MWM NARROW ENO 34' MN. HANDRAIL HW. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A •ENCL WNCL OSED ACCESSIBLE SPADE WDER STAIRS SHALL HAVE WALLS, wDER STAIR DIAMETER OF Ij'! 2' OR A NONCIRCULAR CROSS SECTION WITH A SURFACE AND ANY SOFFITS, PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND THE ENS7LOSESIDE u3TN1 v2.6YPSUM OOARDS. MGMM W.I.A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 0'-0' FIN. PLR. DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.6.1 / F.BG. 2011 u'—c,-'�STAIR SECTION HANDRAIL SECTION D SCALE+ 3/4••I. L441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosWooup.com AA 0: 0003325 o 8�i�ttlt o mW R oulmly as LOTS SILVERADO LOT #17 BLK #07 11lOTp 04 .002-17 7 MODXU 4EHB "2605-HAYDEN" 0Alt ws 81FtNO2 RIGHT >PAGI FLOOR PLAN SECTIONS / DETAILS 50 MPH EXP. PIPIUNT --I DATIM 03/11/19 8CAtM 1/4"=l'-0" eta A1A -Alk- - sk. 2'-4- an SECOND FLOOR PLAN EiMALE, 1/4 - V-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746076 FAX: 407-7744078 www.abdoeigngroup.com L AA 0: 0003325 ac O X! sit roxn9mv. as WMI SILVERADO LOT #17 BLX #07 ]pno"wT# 04128.002-17071 Rw3DZIU 4EHB "2605—HAYDEN" GARAGM SVFXNO- RIGHT 1PA03h SECOND FLOOR PLAN tL50 MPH EXP. � AFK**rSar- MAIM CIF MXAM A. ABOU"CA DA--- 03/11/19 TM WCAIM 1/4"=1'-0" x3com A2 SHINGLE ROOF FYPON 16'X4W DECORATIVE 6FUTTER OR EQUIVALENT FYPON NKTIIXIT OR EQUIVALENT 2ND FLR BIZ'. HOT. _ 4' RAISED RAND 6' RAISED BAND (TYPJ 21D FIN. FLR a, -a, P$ ETNTH RY _ 4' RAISED ZD(TYPJ —� 6' RAISED BAND (TYP.) 0'-0' FIN. FLR _ -O'-4 GRADE _—_--_------- 26'-8� BLDG.HGL p AS AS y SPECIFIED (TYPJ 6' TRIM BOARD 6' RAISED BAND 4' FRE12E BAND (TYPJ 2ND FLR BRG4 NOT. FRONT ELEVATION E, V4 • '-0 TEXTURED FINI 12 OFF RIDGE VENT OFF RIDGE VENT g FYPON I6'X62' DECORATIVE SHUTTER OR EQUIVALENT BAND 10'-0 3/4' 2ND FIN. FLR CLG. HOT. OPT. COACH LIGHT -0' FIN. FLk -0 -4' OFATTIC 1565 Sa FT. NET FREE VENTILATION AREA REQUIRED = 1/3G0 REQUIRED VENTILATION AREA 1515 Am • 5.29 VENTILATION AREA X SO. INCHES PER Fr. (I" 79LL9 Sa IN. MN. REWIRED VENTILATION SX 796E IN UPPER PORTION OF ATM - 30114Sa IN. OFF RIDfE VENTILATION AREA = 115 Sa IN. PER VENT 39DN /13s TOTAL# OF VELAR REQUIRED • 3.30M TOTAL# OF VENTS PROVIDED . / 'AREA OFAMC ISTHE PERINETEROFTHE HOUSQ LMTHE OVERHANG FMEWOROF WALLTO OM300ROF WALL, NO OVERHANGS INCLUDED 2ND FLR., _ _ ,118'-8' 2N0 FLR BTHGTHG BRG� HOT. I I ❑❑ I m I I I I I I I I v n v d V2' T14ICK 2 COAT CEMENT I I PLA61E11t APPLIED I I q DRRCTLY TO MA60NRY I 4•a4' (►ALV. 'L•-11 6E PLA6MM T IN RcnFRr. ce1'I®+T 10'-0 3/4' 2ND FLR I I " F_' 2 3/4' 2ND FLR FROEIIGd.AM OWN OVER 70 FELT x6 6YP PT LROMM CY FIN. FLRJBRG. HOT. --y --- --------------------- --- -- FIN. FLRIBRG. HCsT. PAPER ON I/Y'OAA"AT14MG OR IRk�•TNREADED ROD 32' 8-8 CLG. HCsT.,o--; I ------------------------- - --- -- -- B'-B'CLG. wGL NNAI INSMCCMDULM PLYWOOD IECTRERD PER O.C. MAAX MY �GRIMM wlmw erREMTw R1Poxr L8U-26 TYP. I I 2)6 6YP RAKM OR P1,11E-RN4Y) TRNR6 I I (PER RLEVJPR I I * ya �p ROOF OLOIF _f- I I I- LLEV.ATION "_ EE —' I I 4tow TO EIE REQRRED TO '- CAANNEL POTS /OPPIT 2x6 FRI'RIim IW 6d NAIL6 -0I f° 0FIN. FLR LUM U""�" � TO LMMSM ANC (2) I"* 4 0'' FIN . FLR -0'-� -- ---- ------------------- '-0° -- -- INJ TO zo JODT — - 7x6 6YP PT LRDQER RW NSA' THPI ADED ROD "I OC. N UTHIN 6' OF EACw @® MAK 6ET N OR1P6011 14I314 6TI104Tw Ex -OW 6' MM EMISM. REAR ELEVATION OVERHANG DETAIL SCALES 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-7744078 www.abdesWWoup.com AA 11: 0003325 A b O a MO sulwiv. Ae w P SILVERADO LOT #17 BLK #07 Fgma=TI/ 04 2 ,002- 7071 MOD23W 4EHB "2605- HAYDEN" GAVLAGs ErW11NI 1 RIGHT PAGE1 FRONT j"K REAR ELEVATIO50 MPH E P yy R T,jj Roues A ABOU"CM 03/11/19 •CALM 1/4"=1'-0" xmlmw A3 K ELECTRICAL LEGEND DAND SUTCNY &WITCHY &WTCH CR BlpTCH BUTTON q—ebKwJ5 C7NMECT MO6TAT LE RECEPTACLE (I2Sv)20-AMP POLE) DUPLEX RECEPTACLE DITLEX RECEPTACLE (EQUIPPED GROUND FAULT UPI RRAMPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF CUTLET RED TO &WITCH) � XTlRIOR WATERPROOPIWI CffPTACL8 (GROUND FAULT RPTER) 12UADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20VRECEPTACLE (4 WIRE CTOR) L MOUNTED LIGHT LING MOUNTED LIGHT LKi(T ODD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT ll CFM PER &li FTJ Gam 3 BULB LIGHT FIXTURE JiEE6 umuLL B LIGHT FIXTURE a8sm BULB LIGHT FIXTURE ' TRACK LISHTMG TIC LIGHT UTH PILL CHAIN }�{ IG R CABINET LHT ® k4' ILUOREECENT LIGFIT (RECESSED) m 14' FLUORESCENT LIGKTNIT HT (SURFACE T k4' PLUOREBCENT L(RECESSED) • no CESB LIGHT CESS L*MT (VAPOR PROOF) LING MOUNTED LIOMT UNTH J-BOX OPT. FAN PANEL ME VERIFY OCATION) METER (FIELD VERIF7- -BOX HALL MOUNTED) 0 -BOX (CEILING MOUNTED) PAN PER SQ. FT-) R (CIILMG MOUNTED)TI %4"17 ••E PORT bk2zk • LOCATION OF TV JACK& a PHONE OUTLC76 S PANS TORE VERIFIED D HOIMEOIINER PRE -CONSTRUCTION MEETING. • ALL B A 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER IBC 210.0(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI - ISLAND (NOT ON KITCHEN CIRCUIT) • D16HUA6HER DISCONNECT TO BE LOCKOUT M PANEL. • BARIRCOM EXHAUST PAN TO WAVE MIN. CAPACITY OF 50INTERMITTENT PER TABLE MWU OF RBC-R •TLI EDITION (]01T). • LAUNOW ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERS•PTER PROTECTION FOR PYRSONEL ON FEEDERS) • WRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TINTER-RE616TANT TYPE e I AMPS eLAA=TKD BY BUILDER .AND TM OF LIGNTFICIENT TYPE PER EEL. ENER'uY CQIJSERVATIaN (RESIDENTIAL empoc @TICIENCY) 20IT. 6W 'EDITIdd R404) PATIO 0 QDW LIVING ROOM ROOM - - I PRE -WIRED CLG PAN I _ GFI I SWITCI-I IN CABINET I J— I OUTLET /TO 2ND FL. I I FOR DW • SUNTCN I I I WO I I OR I `•�--- I GFI • 44' PAN. \ I AFF. OP S/GO -CFI ,`I � III m m REX PRE -WIRED III // POy� CLG FAN III o�'o�:n�'o; rolfo NONMEMBERS D • I• I �o p P PRE -WIRED CLG FAN BMK #2 ♦tea. •1 71-11s I lwa N � DOOR //p I /BOLLARD AS REQ. � PER BLDG. COM KEYLESS FIXTURE � METER C#I FIELD VERIFY GARAGE DOOR OC PREWRE GARAGE GFI IRRIG.4T101 OUTLET • 46' A.P.P. --------------- COACW LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' . I'-0' t•t•t•�.—��fi <<t• ®Iso�mo 0 ®Oar-'—�i�8i✓• KUM I a{a ®O�T'•'T' 111EM NEM ©amlom 1© �[f1 �t•E� OD E7t:.J• i'JO� ®O0�Ot0 I®amr-r�m�"a.�olE;a BLS" lu®cc�lols®', ®DO©I S[uESR�s..>•C '-7.2i--'><•a E1 EL7 OEM r"�E:,p•® mm fM�E'���t_,, E�31 ERI�C3�•��SS� = m t_ 71 t_<r PROVIDE 3T)(e QL TiMIN . Ir Oa N 2' CONDUIT OR A % 0 AL. THIN . F• CW N ]' CONDYT. (CON OW TO TSRMMAR ABOVE SOMIT • O 1111MO tl) 150 AMP ELECTRICAL RISER NOT TO &CALL COMBINATION KRVCE DISCONNECT SOTC 4 AND M AMP tlOVMY VOLT OCBRAL NOTES, H RLEC IIC METE[ N 1 A. ELECTRICAL MATERIALS AND WTALLATIOW MOLL NE'A 3R 04CLCMMR MHO COMPLY NTH ELECTRICAL PROVRIONM OF THE E Lfidd PANEL 6G1�lhE0d LOCAL COD!•. AND ALL LOCAL POSER COhPWY RITOUMMEFONTL 0, ALL QQND TORS SMALL r TTPE TMN4(14LN W.EMI NTED OO11i•WL TSLEPaIDR S•RVIO! eAMR"LS POULR COMPANY �ANSFOI•'iR CDI(ROCE ameI=ENI11mmom HRM EO•EORYOR NTEItlYSTEM SIpCNO TaE AT TAM MNE VOLTAti! CONNECTIONS PIM&,'= M ARP, 00240 VOLT, I PNAK KCQOARF/ I V CU SBMCE OROISD C CHNICTED TO E J=MCAL WWAM PROVDE 3 •I COPPER (CW N CONCRETE ENCASED FOCAM STEEL PER 1-VP' DIA SCKQLE BE PVC CODIET QS PROVIDE 3 SLBCTRKAL PROVEIQU OF THE B G&JUH RAD ALLMM IM (AL) N 2" CIA 11041C LE W PVC 2�1 CODIST U4A" SERVICE N PIMOVIDED SY TIED ELECTRIC COI'PANY. OOORDd = WITH ?HE ELEC m NV' DU X a PT LOq• Corp" CLAD •I%% D ROD COMPANY FRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774�4078 www.abdesWngroup.com AA 8: 0003325 8 AN NMI- Q O sysD:v ar =NoaN SILVERADO LOT #17 BLK #07 Pnon=T# 04 28.002-1707 HODRU 4EHB "2605— HAYDEN" GARAGs srlINCk RIGHT PwC FIRST FLOOR ELECTRICAL 50 MPH EXP. D.&Tft 03/11/19 BICAUM 1/4'=1'-O" E1 ELECTRICAL LEGEND SYM. DESCRIPTION +$ TANDARD SWITCH .4 -WAY OWTC4 4 •WAY SWITCH MMam SWITCH HB BUTTON rni 18CONNECT TAT LE RECEPTACLE (125VQ0•AMP POLE) 9'.. DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIGRlOUND FAULT UPTER(TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF CF OUTLET RED TO allTC 4) 4 RIOR UATERPROOR"I CEPTACLE (GROUND FAULT RUPTER) 10v QUAD PLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR OV RECEPTACLE (4 WRE GTOR) UNTED LIGHT MOUNTED LIGHT LIGHT #amQWL8LId.MTFIXTURE KiIT ONCE PRE -WIRE WITH LIGHT (1 CPM PER SQ. FTJ IGHT FDOURE B LIGHT PrATupw ACK LhS"TNG LIGHT WITH PULL CHAIN fc2mt14 CARNET LIGHT UORESCENT Lw-rr(RECESSED) LUORESCENT LIGHT (SURFACE LUORESCENT LOW !RECESSED) x O CESS LIGHT CESS LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-DOX OPT. FAN L IL T ) -SOX (WALL MOUNTED) m -BOX (CEILNG MOUNTED) FILING MOUNTED PAN 0 T FAN (1 CFM PER bli. FTJ JACK O DETECTOR (CEILING MOUNTED) m pw;l OPENER TV JACK -E PORT NOTE& • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOU4M PRE -CONSTRUCTION MEETNG. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.T)(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT CN KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT IN PANEL • SATHRDOM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CPM NTRWITTENT PER TABLE MS01A OF RSCR rrH EDITION (20n). • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT CIRCUIT- WBPXVNPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WRING; METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . e1 11 Le�.os Huai L w¢ ao� crnsn �Y �u u� nsr AND T5>< OF LIr,F(TN6 MUST BE ENEGY EFFICENT TYPE PER FJSG ENERGY CONSERVATION ENERGY EFFICIENCY) 201T. 6th EDITION R404J I I -------------------------� SECOND FLOOR ELECTRICAL PLAN SCALE 1/4' . 1'-0' IN .i.► • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-774.4078 www.abdesWiroup.mm AA #: 0003325 Q i 94 ie Q q aysaiv. ae LOT. SILVERADO LOT #17 BLK #07 PRRDJMTIP 04 28. 0 -17071 xoa�4 4EHB "2605- HAYDEN" oAicrwM 81FD102 RIGHT P SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. RDIT DA03/11/19 ECAI.M 1/4"=1'-0" Err E2 q FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • I'-m' � I L— — — — — — — — — — — — — — — — — — — — — — — — J 21 YM 2 SECOND FLOOR-;Zff� , PLUMBING PLAN SCALE: 1/4 " I'-0' MAIN 2• PLUMBING RISER 2• 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-77445078 FAX: 407-774.4078 www.abdosigngroup.com AA 0: 0003325 Y 2 SILVERADO LOT #17 BLK #07 1pmon=T# 4 28. 02- 707 MODRU 4EHB "2605- HAYDEN" GARAGE awaro2 RIGHT PAGIM PLUMBING PLANS 50 MPH EXP. RotLAW a DATM 03/11/19 sCAI.1O 1/4"=1'-0" sllmm P1 HVAC NOTES L ALL FINO WSCAL Ea1E MNW &MILL W P110VDED UN PROPER G.EARANIM FOR BIRYMAk FM M 06 R*mIINEFENn. 2. ALL DUOT &Y&TE1'R &RTA"W N NON -CO DITWN.D AINAO IIN"M OONIMUMIM OF A VALLU OF NO LE!& THEN M4 RATNS ALL SEA%* &NALI. M &WALED W"M dL A" FAR 4 MA&TN7. AND OWALLID AS MR MC •TN WMCN 0MV MLIM COD! 80=M MW A6 ALL FLEX OWN 614ALL W AMWVRD UL w CLAI I I AIR DUCT AS MR NFRA MA 2-&J 4. MINIM AN WAIM I= RE LOCATED CLOSER TFW4 W FT. FROM ANY CAMEY OR VINr OJMV. OR &ANITAXY VWNT oirulT L ALL 004410? AND OUMM AN NLV DUCT, 6WJ. RE OONSTIWIC7W CIF &NIOOrN bALV. FETAL OR 071140 MATERIAL& A& FM FRO WN E01110N ) . COO& ECTION &I& •. 104CLCU D MIPPOW FI.AMIX111 R SMALL RR C XIS71&1=110 N ACCOIO.MICt TO FEIC •TN EDITION (20M1`10CHANCAL COD! 6" 'I. RATWW" COWANNS RA"HUM NIOYERi MAi AND &]TEAR RATNM PO MD& SWILL Rt W. W1MI ALLY VUN M N ACCORDANCE UM MC 67N EDITION (2I17)110CRAWCA4. C09M SECTION O ALL 2)04A1 M RATN ROOM] &HALL WAV! U O.R•Wr DOOM FOR MAKt-UP AN 70 R. 11171#ED TO MAIL AN W44AII& D. 16 ALL FINE 11A7'1102 CKL.NO& AND O LL& SULL44AV! AN APPROVED FINS OR FII ROWIN DAME M LOCATED AT CEM.N.OR K&L PM700M AV M &LEIVRD WM ACCM DOOM TO 11E/St DAW W ALL DA IR M 414ALL EE NWALM TO MA&. IDOOhFENDATI" AND FAC ATN It TM C1017) MECHANICAL CODE SECTICN &I1. M 411M.Lp ARID DIIUIIM 614ALL EE FROVDED WRN RAI.ANOM DAMWIL L ORYM E0067RR TO M A FANM04 OW E0067.11 FAN OR E6IL1L PAMNM OW III DRYM ROMM C.WACITY w LINEAR FELT ON MIX Nk ■ DOW SECURE STRAP TO GONG. CONDENSER AIR SUPPL' W/ (2)-3/16'X2' TAPCONS UNIT BIMP80N WS ROLL STRAP OR EQUAL AIR HANDLE] SECURE STRAP TO WIT W/ (2) EVAP. TRA 4' CONCRETE SLAB4 MW 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD - NOTE, MAN COND. DRAIN3/W DIAL OVER HEAD • q' FROM STRUCTURE LEGEND ® 001FLY AN PMVMR mnm AM an" ® UM41ML OR I WAY Dl1UM &OLD LINE- SIMPLY "Um — NOWM LW- RE7uIN ?BUNK 1 RALANGNb DAMPER OR 000 O CaLm ED01AU&T FAN CEILNIS COM &T FAN A LIONT O/A CUT&= AN m 74■IN41MAT m }BAN-TH01 AN ORILL NOT ALL WVAC TO WAVE PROPER PANS W/ DRAINS ATTIC 00 EXTERIOR WALL ? y AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES b EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER F8CR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W 12A HVAC DRAINS 61'OMIATED NICKEL ///---FIN. FLOOR BRONZE FL. PL. / OR WALL RSUNK CA. PLUG FITTNG OR EXTENSION TO SOIL OR WASTE A8 REQUIRED WADE 6240-K JOSAM 56000 N81DE SERIES NICKEL BRASS TOP CAULK P.VC OPTIIBPEC OFLOOR SLAB CLEAN -OUT (TYPN4 FIN. GRADE OR PAVING SEE SPEC. I'-VX6' GCNC. FITTING OR EXT;%ION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (T�) I I DIIKOOM�III�IG I F OM I�[xa I R1'1 xyun �ABOVE I II I l`-------------- I I II 12XI2 Im II II PASS 11'---------- II �4 8' S/A �♦ III FROM III I ABOVE YIEX III FOYER III GARAGE FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 - I'-0' ./At 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7743078 www.abdoeigngroup.com AA M: 0003325 gill QQ' ✓F RLTSDIV. !k LOTa SILVERADO LOT #17 BLK #07 PIROJMOT* 04 02-17071 MOLD U 4EHB "2605- HAYDEN" GA7RA0Z 8W1I40i RIGHT PAGM FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. ROLA D A ABOUCHACRA D TM 03/11/19 MICALM 1/4"=1'-O" 02131m M1 S N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-774-4078 www.abdesWigroup.com AA N: 0003325 P d x Ro sums. ae ron SILVERADO LOT #17 BLK #07 11pnogm" 4 .002- 7 7 Uoasrlu 4EHB "2605- HAYDEN" oAstA0Z BVIMCk RIGHT p SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. I-------------------------J SECOND FLOOR MECHANICAL PLAN SCALE. 114 . I'•®' 2X4 TOP PLATE MAN 1( -7 PRE-FAB TRUSS I/J' CLG. BOARD VY DRYWALL ---_ Ttr 2X4 WOOD STUDS 024' OP. SLAB Pk PLR ITIONS SUPPORTING HUNG PLUMBING tES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' OiC. TYP. INT. WALL NON—BRG. D1 SCALE. a/4•.I'-® a' DIAL SLEEVE, DO NOT CUT RADAR PE BOND DEAM NOT CUT SOLD GROUT THE BOND UV (1)- -a _ BEAM (V 000RGE PtEgm0 ! 2A PIPE THROUGH BOND BEAM WV SCALE, a/4'•I'-S' FIBERGLASS SHINGLES OVER W FELT PAPER FIBERGLASS SHNGLEb OR SYNTHETIC OVER •a0 FELT PAPER PRODUCT, INSTALLED OR SYNTHETIC PER SECTION R905. PRODUCT, INSTALLED ON I}' O.S.B. SHEATHING PER SECTION RWS.I.i OR �' CDX PLYWOOD ON J' OS$. SMATHNG /S' GYPBIJM BOA SECURIEDPER OR }' COX PLYWOOD OR 1/2' NIGH FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD REFERENCE STRUCTURAL PRE-' TRU88 SEE ENERGY CODE FORMS PRE- TRUE INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE I'•0' PER ELEVATION 2x FASCIA PER TYp_ 2x FASCIA PER ELEVATIONS O,H, ELEVATIONS VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I __ �STRUCTURAE M pm a"L" W. 2B GAS LINE THRU BLACK — FIBERGLASS SHNGLES OVER ea0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 1 Reowi ON SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Am —Oy OWENS OR By m". M PAOTSED TO ROdt,l TRACK SRAM" w I4eocwr APPROVAL 1e8a s GARAGE DOOR JAMBS 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS FMiE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER—'/ STRUCTURAL DETAILS J/ SEE ENEWAY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYP GUM BOARD OR 1/2' H*H STRENGTH CLG. BOARD R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON le O.S.B. SHEATHNG OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24. O.C. V2' THICK, 2 COAT PORTLAND b12 P.T. FURRING S• CMU CEMENT PLASTER APPLIED STRIPS • 24. O.C. 1/2' THICK, 2 COAT PORTLANDA DIRECTLY TO MASONRY 1/2' THICK, 2 COAT U2' GYP. LLl. BD. CMU CEMENT PLASTER APPLIEDV2' GYP. ILL. W. 3 PORTLAND CEMENT WOOD BASE DIRECTLY TO MASONRYWOOD BABE PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR _ �0'-0' FN FLR-0' FM FLR 0'-0' FIN FLR r _ 0'-0' FM FLR a B• Cm a r 'a Q. a. WINDOW OPENING OPENING TYP. WALL SECTION W/ WINDOW OPENING OPENING TYP. WALL SECTION nA B A A B NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL (2)OPES LAAYERILINDERLAYMENT SYSTEM 6 1—STORY GABLE BLOCK WALL .� SCALE. 5/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'0.0' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486% TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-77 078 FAX: 407-7744078 �.. www.ebdealgngroup.wm AA M 0003325 R 8�i�dt i JAN? oQL ..... 9 aVSDIV. 4fa LA1! SILVERADO LOT #17 BLK #07 04128,00J —17071 MODEBt 4EHB "2605— HAYDEN" GA1lAGE BWMCH RIGHT PAGE: DETAILS 50 MPH EXP. Bj ARCH ECT: A AR NO 93723 Dw03/11/19 SCALE: 1/4"=1'-0" SHEET D1 PIDERGLASS SHINGLES FIBERGLASS SHINGLES OVER B0 PELT PAPER OVER 90 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R90811 PER SECTION R908.I.I ON J' OSS. 91-1EATHIING ON J' O.S.D. 84-EAT14NO OR k CDX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCWJDULE PRE-ENG WD. ER PRE-ENG WD. IER 24' OC. MAX. EVATION 24' OZ. MAX. '�M LEVATION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 NSULATICN PER ENERGY PER ENERGY CODE FORM' 2x FASCIA PER CODE FORM 2x FASCIA ELEVATIONS o.H S/S' GYPSUM BOARD ELEVATIONS I,-�, off _ S/S' GYPSUM BOARD TYP. OR V2' HIGH STRENGTH TYP. OR 1/2' HW STRENGTH CLG.BOARD VENTED CLG.BOARD vENTED Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP SOFFIT 4.1 NSUL. REFERENCE REFERITICE I I STRUCTURAL 4J BJSUL. STRUCTURAL a w J w a W WINDOW ATTACHMENT w AS PER W. MANUFACTURES SPECIFICATIONS —FIEFERIENCE STRUCTURAL 3/4' T 1 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING In' THICK 2 COAT E GLUED AND NAILED AS NAILING 1/2' THICK 2 COAT m SCHEDULE PORTLAND CEMENT a PER SCHEDULE PORTLAND CEMENT y PLASTER APPLIED PLASTER APPLIED> DIREM w 'a DIRM TLY TO- MASONRY m t?VLEVA w M IfELEVATION IX2 FIRE -STOP DO FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL RJPER 'fZL5VATION LEVATION SB' GYPSUM BOARD S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD I■ER 'fMLEVATION Dt2 FIRE -STOP DO FIRE -STOP R-4.1 N9UL. R-4.1 NSUL. W W V d WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT* PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. PURRING PORTLAND CEMENT PLASTER APPLIED bii P.T. PURRING DIRECTLY TO STRIPS • 24' O.G DIRECTLY TO - STRIPS 24' OC. MASONRY S' CMU MASONRY B' cm 1/2' GYP. IN-. BD. V2' GYP. WL. BD. WOOD B46E WOOD BASE DO FIRE -STOP DC2 PIRE-STOP e E • L 4'. 4: n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'•0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774-4078 wwwZbdoligngmup.com AA M: 0003328 c 1° avimly. as LOTS SILVERADO LOT #17 BLK #07 PROJWT* 041 .002-17 71 awDz3u 4EHB "2605- HAYDEN" GARAGE ewarG: RIGHT ]PACE: DETAILS 50 MPH EXP. 11 DwF'rT 03/11/19 scALS: 1/4"=1'-0" s2mcw D2 A -MOLTS 4' EMDEDFBNT MN � EVENLY FROM FLOM TO O�m�■�mmm�Li�■�C Ill I \I v I 7X6 GARAGE DOOR SULK WI (5) B );W' A -MOLTS 4- EMMEDMW MN W/ 21%%WAMER ATL NO SPACED lVENLY PROM PLOCR TO GARAGE DOOR 140% IN JOINTS PRIOR TO PILLING. IdXS PT BLOCK • CENTER Or ® DOOR WEADER W9I)Jj -J-DOLTS 4' o"Ro BM W/ 2'70'XIiI' 2148FlR AND NUT. IB L....... 1 IE RNOTRICTION814ERE STRINGENT GARAGE DOOR t BUCK ATTACHMENT 4"•• ". vr.T•r CMU DRYWALL A' OR P)O' P.T. NAILER SECURE THRIJ FRAME 4 EXTEND i Y4' INTO BLOCK UY I)(.,' TAPCONS fM L SWANK SIZE .14D MIN. HEAD SIZE 3" MIN. EMBEDMENT 1-Y4 WITHIN 8' OF EACH END 4 IB' Oa. MAX SPACING \ -DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 •DiDOR TO +9 R +5/4 A SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ W TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 IB' 04. MAX SPACING. 2X6,m SECURE TO BLOCK W/2•%' TAPCONS(MK SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4. W CMU 18' O.C. MAX SPACING. V DRYWALL 2XS,m I'X4. OR DO' P.T. NAILER SECURE TO BLOCK Wn-%' CASING TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MM EMBEDMENT 1 Yi) TTACH TO 7X PER WITHIN 8' OF EACH END t MARVACTURES DETAILS. V Or- MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAI® TO BLOCK +1-112 rnl NDIDOl/ TO BLOCK +1 E, KTA. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 STRUCTURAL 2X IVOr- MAX SPACING. MUST BE CN OUTSIDE 4 2XSm SECURED THRDUGH SRO BLOCK W/J-i(4' NON-STRUCTURAL V.' 1 (MIN SHANK SIZE J45 EMBED NT T EMBEDMENT INTO BLOCK MIN HEAD SIZE.WV • cmu MIN. EMBEDMENT 1 A') DRYWALL WITHIN W OF EACH END 4 IW O.C. MAX SPACING. 'X4. OR I'x2' P.T. NAILER 2X8,m SECURE TO BLOCK UY2.%- 36' O.O.D. X 4' MIN, TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' EACH END 4 MANUFACTURES DETAILS. IIVO.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLACK +1-1yy 1Q C ULNDOW TO BUUCK +1-15/f SCALE: N.T.B. 2X4:m SECURE TO BLOCK W/ TAPC0NO (MIN. SHANK SIZE JO MIN. HEAD SIZE .300 MIN EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MOT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/J-V NON-STFRLICTURALTAPC N MM. I (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 a, CMIJ WITHIN 8' OF EACH END 4 K• DRYWALL WO.C. MAX SPACING I'X4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-i(S' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 DOOR JAMD OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END a MANUFACTURES DETAILS, 1W O:. MAX SPACING NOTE. 81411-1 AS NEEDED TO PLUMB JAMB l D0 NOT EXCEED Yi ) DOOR JAMB TO BUCK +2 ��4" iT, 1fB4D011 LN.T.D. TO B1DCK +2 1/V 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YV) WITHIN 8. OP EACH END 4 NOTE, STRUCTURAL 2X WO MAX SPACING MOT BE ON OUTSIDE 4 2X6t>m SECURED THROUGH NON-STRUCTURAL %' SECURE BLOCK W/L•i(r'TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN, EMBEDMENT I Y49 DRYWALL WITHIN 8' OF EACH END 1 •X4' OR ihC{' P.T. NAILER 18' O.C. MAX SPACING ❑ 2XB� SECURE TO BLOCK W/2-%, TAPOONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER IS- O.C. MAX SPACING. MANUFACTURES DETAILS. NT4 wI r moo m.u.� 4w,00 wr o�xr DOOR JAMB TO BLACK +3" E SCALE, N & 2X4m SECURE To BLOCK W/ TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 h') WITHIN 8' OP EACH END 4 NDTE, STRUCTURAL 2X IV OIG. MAX SPACING. MUST BE ON OUTSIDE 4 2XS,tm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL W6' TAPCONS(MIN SWANK SIZE TAPCON MIN. 1-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN W OF EACH END t 8• CM1 :i' DRYWALL 18' O.C. MAX SPACING. 2X8,m PX4- OR I-X2' P.T. NAILER SECURE TO BLOCK W/2-**' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER J45 WK2)12d WITHIN 8' OF EACH MIN. HEAD SIZE Ellik END 4 S' TO S' O.C. MAX MIN. EMBEDMENT 1,1149 OOR CASING WITHIN 8' OF EACH END • DOOR JAMB OR WINDOW b' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURER DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),) DOOR JAMB TO BLOCK +3' FSCA + 2X4m SECURE TO BLOCK W.' TAPCONS(MIK SHANK 81ZE Us MIN. HEAD SIZE 3" MIN. EMBEDMENT I )e4-) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END • MUST BE ON OUTSIDE 4 IB' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN I,Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) k' DRYWALL WITHIN 8' OF EACH END t IW O.C. MAX SPACING 'X4' OR 1'X2' P.T. NAILER 2Xetm a SECURE TO BLOCK WA-1/4' 7{r' DAD. X 4' MIN, TAPCONB (MIN. SHANK SIZE )4S �:OOR CASING MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y4) OOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER W O.G. MAX BRACING. MANUFACTURES DETAILS. N01�, 41M r �e 1014Yf 4w� fOo NDT vomll'1 DOOR JAMB TO BOCK +3-T/18" 1RNDOlf 7'0 BLACK " SCALE= N.TB. 2X4m SECURE TO BLOCK 11144' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi), WITHIN 8' OF EACH END 4 STRUCTURAL 2X B' Or -MAX SPACING. MOT BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO 15LOCK W/1.1/4' NON-STRUCTURAL V&' TAM" TAPCON MIN. I,Y4 (MIN. SWANK SIZE US EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' cm WITHIN 8' OP EACH END 4 )v DRYWALL IV O.G. MAX SPACING. I'X4' OR PX2' P.T. NAILER 2x&4 SECURE TO BLOCK WA-114' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 04) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IB' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDAl) DOOR JAMB TO BLOCK +3 3/4" H 1f BLOCK +3 4' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdoWgngroup.com AA N: 0003325 8 V +p Qg a R a MUNDIV. at KI014 SILVERADO LOT #17 BLK #07 paoj=T*- 7 71 HOa1B7E 4EHB "2605- HAYDEN" OAtRAOR MITIM t RIGHT IPAGM DETAILS 50 MPH EXP. DATEk 03/11/19 OCAito 1/4"=1'-0" willow D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W. FLORIDABUILINNG.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdealgngroup.00m L AA M: 0003325 h aLTmiv. as Lan SILVERADO LOT #17 BLK #07 P1Ro mCTop 041 02- 7 7 moamu 4EHB "2605- HAYDEN" GAAAGZ 8WINGs RIGHT PAGIM PRODUCT APPROVAL LISTING 50 MPH EXP. ra r^r, CRA AIR NO 90723 DrumT A03/11/19 80ALM 1/4"=1'-0" sixcw Ilk D4 OLR7LD NNIO•R.A ®RLo OL roLo NYMI� R.A .COME • Me ® L POLO NaYO • R. A T. eRaAr • n. s ■CLAN. W. 4 P"R.0 oMR R. •TLL r.0 Tom" .or+CN RAND 4� T' 0 R�It10{ MIaR TRM arAL. rota, pn 3 COAT CCrENT mwwa W a CUT ® KICKOUT DETAIL ONLpm PAPER 0mrs Omm lar LATER t aTucco wwn,ew dLLn L.Y urna w O' LOwa 0`AP oaR HALM PLMOL aTdr wyL�» I F� Plum OR cm ROOF w Mu rLAIMM K CK-W R.ASWM nN I DETAL, \ �T YTle TIONT oL w OR WATER oo MA (0 :xzwaaour Y.tlL. ■oa.0 . o dd0r � POP EadL o aLn• Y wcnm Ld'6WASaMW PAW" NOW NYWI MOM 4'xnwx. WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOF/WALL BGREED S'X5' 'L' TYPE CONTNUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORT IF IBER - - - - - - - - - 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-641-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) L441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdeawwoup.com AA 4: 0003325 O � R p Q4 T r xnsD3[v- .< LO7% SILVERADO LOT #17 BLK #07 PAOJ>OCT 04128.00 -17071 moD1QL4 4EHB "2605- HAYDEN" OAItAOM BWDToa RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DRIM A,03/11/19 OCAIM 1/4"=1'-0" .z� WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-0S, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL b' SELF ADFESIVI PLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER YQUICK FLA A VENT PENETRATION SCALE, N.T.B. ELEC. METE? VERIFY LO Fi1�GM , V IiG4G1 V G STUCCO SCRATCH COAT 4 1 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 INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD 814EATHING APPROVED HOUSEWRAP BELOW GUT SUCH T14A NO MEMBRANE ENTERS BOX APPLY TO FAI EDGE APPLY E-Z OVER bO MI GRADE 'D' FELT -PRO" SEALANT AT JOINTS AND INTERSECTIC e• WRB LAYER 9, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -AD I HER NG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 STEP 1*1 STEP 02 ti WRB LAYER 9, STUCCO WRAP APPLY 6a➢ MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP *3 SELF -ADHERING ® MEMBRANE FLASWWG WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 1*4 ELASTCM•9ERIC COATING OVER STUCCO/ G.V. FINISH IEEE TYPICAL WALL SECTION) 'IETAL LATH STEP 05 STEP 0(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN I.LVD. LONOWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdealgngroup.mm AA k:0003325 LA B s � 8 SVHDIV. 4Y �� SILVERADO LOT #17 BLK #07 PROJ>OCT 04128.601-17071 MODEme ' 4EH8 ' 2605- HAYDEN' GARAGM 01FDtG: RIGHT PACK: WALL ASSEMBLY DETAILS 50 MPH EXP. D M -91 03/11/19 SCALIR 1/4"=1'-O* x3mcw r WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING — — — — — k 2 1/2' k COMER BEAD (FASTENER 4 SPACING ® l' O.C.) CMU gib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � p�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngmup.com AA $: 0003328 a Z' AN 8 o avan:v. ae 7 roar SILVERADO LOT #17 BLK #07 pnoa=T# 4 - 7071 "oa>au 4EHB "2605- HAYDEN" OAAAGX sNITC k RIGHT PAG1 WALL ASSEMBLY DETAILS 50 MPH EXP. A. DAM 03/11/19 DCAM 1/4"=1'-0" eirmw WA3 WGCD C4"TRICTk74 o yoQ v WOiOD sm"T"s UZATWWR Ift"TNE MATWIt MUSTWE �y J RESELL MDNE � pQ \ L M6 _APHER R.AbIN6AMM �R� f 1 U �TWM I,R61" pTARTER 6TRIP F aELhADICMYa FLAaW►n \ GALv'D PETAL ddLV D PETAL PLA 04 •z• FLAlMMd lod5w DR WA / 1L' X 6lD1.A WOOD R ♦� ; / aeGAP W/GWLKM6 SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-849-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdes4p oup.wm AA M: 0003325 Q ev'sa:v ae LOTs SILVERADO LOT #17 BLK #07 PRoo=T* 4 8. - 7071 moaste 4EHB "2605- HAYDEN" GANAGM a VrnUk RIGHT PAG& WALL ASSEMBLY DETAILS 50 MPH EXP. DA03/11/19 80A M 1/4"=l'-0" ar W WA4 —2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK —DRIP EDGE P '1/8' TEXTURED FINISH • WOOD 1/2' TEXTURED FINISH • CMU METAL FASCIA WRAP )a' FROM STUCCO, I' FRO WOOD WALL M 1\ I\ I\ 1 \ 1 \ I \ \ \ \ \ \ \ �—EXTERIOR WALL \\ o\ (FRAME OR CMU) \ \\ NOTE: NOTCH FOR 2X& \\ \\\ SUB BAND ONLY ®ELEVATION /aM=LAN A TAB' TEXTURED FINISH • WOOD, In' TEXTURED . PNIOW • C2"11J x METAL LATH x x x/ x x x x x METAL FASCIA WRAP WOOD SHEAT14NG x x x x x x OR CNIU x [[[ WRB LAYER x x x x x $TUC.= WRAPMRAME ONLY) x x x x x x x x x x x x — UIRB LAYER 02, FORTIFIBER I x x x x x x x x x x x x - BUILONG PAPER (neAre ONLY) x x x x x x x x x x x x x j FRAME OR CMU 2X6 OUD DAND � �� CEMENT x x x x x x x x x x x x x x x x x x x x x i FELt PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT (9)FLAN ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) '-1/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH • CMU / 2x6 SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 1.7 3• x . x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x J. x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wll1 'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 -60 PH: 407-77478 FAX:407-774�4078 www.abdesigVoup.00m AA B: 0003325 o to R sVaDI\1. N10 IATs SILVERADO LOT #17 BLK #07 04128.002-17071 acoa�s 4EHB "2605- HAYDEN" 91 AGM E111IlTCia RIGHT IPAGIM WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. TE•1 I I 10 4" CONC. I SLAB I 3 —1— — — — — — —4— - 1. 1 I m k �I I� mom° � � Igi § SLAB LL w� O Aiv. I 20'-5" 7'-5" a � 9 rlZ cw-1zx1z �' I N 1 O i F-24 4 b CWC•12x1P 1.1 I u4i O Wllg wiIN lu LL w I UP TO 2ND FLOOR 4" 3'-8" (FIELD VERIFY ' W 8 EXACT LOCATION) ,a "+ O 5 30 SLAB 9'-3" 9'-0" 7.8" 9'-4" 0 #3 TRANSFER STEEL ro I 00 I ' 0 24" O.C. MAX UI ur 0'-0" FIN. ELEV. FIN. CONC. SLA8 I id 0 11 I iI 10 ILL 4 11 LL 4 4 9 8" T-W � LL L---- FM-12x18—-- Y Y FOUNDATION PLAN SCALE: 1/4" - V-O" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE Y-Cr. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-01, 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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/1" 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 WIINDOVIIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATED #5 BAR, BNDICATES #6 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", #8.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,OOCPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSp, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 13 OF SLAB SUPPORTED 3'-0" O.0 MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS W7.4xW1.4 OVER GENERAL 3 10 16.6 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-IN18 12, CONTINUOUS 18' - (2) #5's - (+ 0'-0" FM-1808 18' CONTINUOUS IS$ - (2)#5's .0"-0• FM-20x18 20' CONTINUOUS 18" - (2) #5's FMC-16x18 16, CONTINUOUS 18' - (2)#5's VARIES CW-12x12 IT SEE PLAN 12, - (2) #5's + 0`.0" CWC-12x12 1T SEE PLAN 1T - (2)#6s VARIES F-24x24 24° 24" iT (2) #5's (2) #5's TE-1 8" SEE PLAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdeslgngroup.00m L AA #: 0003325 b� it O i sL mlv. a IoTs SILVERADO LOT #17 BLK #07 P1 o"MT1p 4 8.0 2-1707 monnu "2605- HAYDEN" GA3RA0a swnro: RIGHT PAOM FOUNDATION PLAN 50 MPH EXP. li---lw-T-A DA 03/11/11) scALm: 1/4'=1'-0" s1 30" MIN. EACH WAY MONOLITHIC FOOTING v „ A Z 3 STEEL REINFORCING GROUTED _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND v^— — r v ' v CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O � SAINREQUIREMENTS SPACING �I' v: • _ °�r{ • • GARAGE DOOR W V1 .�..T� 1 RECESS to Q FM 0 N 2! e" CMU WALL O B" CMU WALL E SIZE AS _ BARS, ITH I ' FOUNDATION W B+ Z +- WINER ...I N 30" LEG EACH IOU x ih +- a-0' 'vl WAY AT ALL CHANGES IN DIRECTIONS N to TOP OF SLAB TOP OF SLAB I ..• SO THAT THE STEEL REINF. 13 CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB n SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) #3 18' � EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (iSTORV) I•I.° ILL '"� o.. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7 p+ MASONRY UNITS SET ELEV: W/ 1/2" ISOLATION ' ,. JOINT (NMERE • • e" CHAMFER (2-STORY) #4 24" W/ 112" ISOLATION 8" CHAMFER (2STORY) 0AT APPLICABLE) i SEE SCHEDULE #8 3a' JOINT (WHERE APPLICABLE) , _1 EE SCHEDULE 2: 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 3V AND BAR QUANTITY #6 AND BAR QUANTITY NUMBER OF BARB (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE BCALE:3/4"=V-0 2 @ GARAGE SCALE:3/4"=r-0" CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4^=1'-a' 4 SCALE: 3/4"=V-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED W I PLANS FOR SPACING SINGLE GALVANIZED PIPE O NEW REINF. BAR BTPLATE TO BE PT. W/FLANGE BASE O a SECURED W/ 2- PART PROM. VIDE DBL. TOP PLATE SECURE BT. PLATE TO IY I EPDXY a g . MIN. EMBED SLAB W/10d MASONRY c� Q 811, UNO NAIL 16" O/C STAGGERED. ou 3 FOLLOW ALL MANF. SPECIFICATIONS FOR SECURE FLANGE TO N USE AND SLAB W/(4)1/4"X21/4" TAPCONS H PREPARATIONOF HOLE. W w K C SEE SLAB SCHEDULE TOP OF SLAB 4"CHAMFER (I -STORY) 6" CHAMFER (2-STORY) .e • do . EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE BOLLARD 5 AND BAR QUANTITY sCALE:y4"=''a' ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 8 6 SCALE:3/4"=V-a' (NO UPLIFT) SCALE: 3/B'=V-0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x5 WOOD BEARING _`4 PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATETO 41r PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. POURED LINTEL CONT. (TYP.) " CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE2X WALL FRAMING W8l /2" DIA. USP 72608D BOLTS 8" TOP Of SLABaINIMUM EMBEDMENT INTO ROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO BDALE. y4'="a (NO UPLIFT) BLOCK WALL CONNECTION SCALE: 3/4"=V-01' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 www.abde•Igngroup.eom AA N: 0003325 � pg o atrsa:v as LWO SILVERADO LOT #17 BLK #07 Pnojm # 04 8. 02— 7 71 MODZU 4EHB "2605— HAYDEN" GA1tAGa! 91rITGt RIGHT PAGIM DETAILS 50 MPH EXP. FIRST FLOOR DOWEL PLAN SCALE: 1/4"- V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX:407.774.4078 www.ebdosigngm up.com L AA M: 0003325 p$Q 8 loll g MN aysaiv & LiOM SILVERADO LOT #17 BLK #07 IMM T# 041 .002-17 7 MODEMS 4EHB "2605- HAYDEN" DAMAGE DIFINC : RIGHT pwa FIRST FLOOR DOWEL PLAN 50 MPH EXP. FIFRINT DATM03/li/18 eCAL 1/4"=1'-0" arsmc QT s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ IX HOOK GROUTED BOND BEPM TIE VERTICAL REBAR VARIES PER ELEV. .. 4. • �- � 0. . TO HORIZONTAL REBAR W/1a'HOOK `N ' GROUTED BOND BEAM Z d VARIES PER ELEV. iv • I F� a a #5 BARS FE1 ;I 10" HOCK O pCLEAN OUT REQUIRED 4 ..Z. —_ '• ��•. 4 . i—,. „ m-0" FOR INSPECTION m o--o O 0: 10 0'-0" FIN. FLR. � ;•a TIE ERTICAL REBAR O 0 ^ , � . . '4 TO HORIZONTAL .TIT . ♦ 4 REBAR W/ 1(r HOOK c"-- BAR SIZE 48 BAR DIA Z W 03 18" #4 24 • CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD BAR SIZE 48 BAR OIA CONTINUOUS METHOD 944 24 M #5 39' 42' MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTAWERTICAL #5 3a' 3 SCALE:34'=T-a' REINFORCING REINFORCING #e 3 2 #7 42t7' SCALE: 3/4"=1'-a' SCALE: 3/4"=1'-a' �W S j NEW REINF. BAR 1 2 0. SECURED W/2-PART EPDXY. IN. EMBED 8" UNO 4x d FOLLOW ALL MANF. N SPECIFICATIONS FOR x USE AND �' aa PREPARATION OF Z m HOLE. J� .4 • 4 `°.-A — 4 � STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdoeWigroup.com AA is 0003325 W oil ! a fill i summiv. & L o'n SILVERAD I LOT #17 BLK #07 1pno Tp 04 28.0 2-17 7 MODRU 4EHB "2605— HAYDEN" OAP.AOZ sTIENM RIGHT PAGZ- DETAILS 50 MPH EXP. nnrr DATO 03/11/19 sCwLM 1 '4"=1'-0" d7i>QmT 1 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" HOG NAILS, SMALL JACKS < 9' MAY BE NAILED VIP (10)d x i 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: USP RTI6A OR LUGT2 W/ IOd x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. e. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S3e, .177"' x 2 7/8" LONG, VITH WASHER H1p 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 BDE:e`R�1Fa90N REMARK 1O (2) 2X6 BEAM SCHEDULE RUMWI INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (ps0 wxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x18 (1)#6 (1)#fi N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 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 S" PRECAST & PRESTRESSED U-LINTELS 4fa2�6S6S SAFE LOAD - POUNDS PER LINEAR FOOT 4faFGee1\ SA P LFOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH mo wsa *vm 01005 evlta ensa sa{4s TYPE LENGTH eUS FtCOe! TYPE LENGTH + wMT Wa4yr sM1T 1 2He4T ONa/T 1 wo m as4tt 2r3t,Tr M2F17 wuv 41ast7 tg22t own Irish etaau wa1B ap64-te M�R•te wom rr (42) PRECAST a3+ ew aN am mmM 2w low Yr On PRECAST t9E6 IM IM rr (4T) PRECAST m m 4w m OW tat M4w 919 MI IM ON Ifw tw 2w am 4w Ra am TRt {-0' ({a') PRECAST 190 1 4w ew 76e4 nm {'� (w) PRECASTM M1309 4•r Sal PRECAST tw 2w as INS 4M o eon as 4w etn ma am Nmt floor tw am m sN 4m ew mn 4'r M PRECAST n99 lw 2110 w1 am 451111 GM ON W4r (IN -)PRECAST me 891 ion 4'-8' 1e+9 PRECAST NOT ma am 05 4w mt an nM 4ae nn MIT M2 MM Iiw "m s o am m6 4m 4r1 an ar iK9 PRECAST 7217 Na "a m Ma am MaN a�' (e49 PRECAST 471 NI 746 e�' 1�9 PRECASTnn tw m an 2w wr 2w 4w lw 2w MTa7 1M tTn mO sm no 2w 4SR a-16' 001 PRECAaT 1082 lice HT! m mno m wo 97a (m') PRECAST 340 389 6+e 6aP (M PRECAST w sw m4= ton m4w n roe w /w tom ar I elm >m 1 41311 yr T7e7 PRECAST 9oe it" wor � V4F (M PRECAST SIT mno " (W) PREP tm n Mamie sail am s I /4m I lw ar am m ms Tr M PRECAST 743 *if IM 2w 2w am Miff2116 Tr Mn PRECAST 431 04 3113 Tr MPRECAST Rm 3w 111111 Va flel NO, at eMp m t77c I fw a26 us AV m as (112') PRECAST e6{ w ,la to 2w 241e $m 2w al (112) PREG6T S78 612 NO ar H129 T w 7a 1 2faaft tw N eat 21m w w taN tw tw 2a/ ON mr (12n PRECAST 47o w w aw 2w mT 2fm as tar (t18� PRECAST NI 401 7S0 tar (126� PRECAST w en w , 2m w "0 >d s 2N1 w w Ha ton tw as 2ON tt'a' pw) PRECAST ae2 w «s 1w N 3m sm 4ao „ j. n PRECAST No 4e2 1e4 N i' n3R9 PRECAST m w w "m "a w M. aee INTO 2m 31V 4w M w 1w n160 21m 1rr (+469 PRECAST 227 ea at tw am 2M 2w 1rr (144') FR6WT N4 402 137 trr (141n PRECAST 4n 4a TM w 1 tw eN w 1w +w 2+a tea ow to w ea sen I" (1W) PRECAST 29e m td fels fat fair 3w 2w ,Tr (i907 PRECAST 217 324 No 1a'r (1e0� PFIRIAST 4q w w E w 1 1wINS pl � ten wa Ape an sa 41111 40 700 ttf lomal tw (1ee7 PRECAST m4a 4M Ree "a "31 tw 2f2T 9a2 I'Mr (I 7 PRECAST NII 20 100 up (18n PRECAST w w w TM w I "aWO tfy fw /w ,w aw. sm 4a m A,w ur (17e7 PRESTRHRD NA w w w M IR w w irr (1M PR{37REINE0 NA N4 m /44" (17e) lim, BED w 2N 2M w m I w M. w w In 1w vu 46e m t M tw 214111 2M 17U 14.4' (+e49 PR8171e N.R w MR w w IR IN w i6'-4" (180 PII BTWMW N.R. 20 83 1" (1841 PKATR�ED w w 411 w w MY R1e ls1 ftp fw mb 2w w w oN w / 1w 1T-P RE) PRNIREBB® NA w NR NR w w w iT-4' Q09'1 MtlSOTRlD NA 194 d< 174' (!Oa') P11F87REBBED 1m w 4a w w it Mmi w w w "a "m "a 214T la w w 7" /m Ire +a-r (l22') PRE NA w w Nl w w w ta4' Mn NA ,4S at tam' ¢3r) PREo7RNSED y la 2m 3m 34 40 "F w w w W. 747 m7 w 4a Rm lw "m Im t7a 2t j' f+�9 FRS NA NI MR NL w w Nit w �� ( ') PRESTREIBED NR ,ffi a 21 i' p667 PREBiRt3ieED 143 w 2M w 3m 2n w w w Ta w w w 14r m w w w 1114 ,w tw 22r (2647 PRfSIREB� NA NI w MR w IR w w. 2rd' (2M PMBTVM m NA lie 40 2rr (2847 PIIEOiRNOED m fA w In m w w w m w w my ,se I m w m m w w w Mt w 4N w w w w WW On PMFFFWM N.R. w w w w w w 2fr MnFiI8711Ti1ED NA 91 N 2410 R669 PR13tiREeBED w w MW 4aw mw ww w tm w w w w fw "m (#) THE NLA4BERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR "ALLVALUE TAKEN FROM SAFE LOAD TAKEN' BY CA6TCRETE NAY 2016 EDRRODUC IOP( -PRECAST PTe OTFIa{ BY TO NESTOR EXCISE) VALUE SE) WrA=HOVE -ALL PRWAWPF40DUCM ARE TO E NOTALL O PER MANUPAOTtMW88PBGFIGTNM-PROVUE MNMC OF SEARING PAST EACH SCE OF ININI wOPSHINS PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATIONCASTE-CRETE DIIASIONACCEPTANCE* 1"128.03 b '7 f LL FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%:407-774.4078 www.Rbde&WWoup.wm L AA M: 0003325 L2 I MEN t � QQ I V iniL 3atrmm a9 IAOat SILVERADO LOT #17 BLK #07 aonwTio 4 —771 MOD1BL, 4EHB "2605— HAYDEN" Gw�wG10 ewurG: RIGHT PAGIM FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP, 03/11/19 DCAMM 1/4"=1'-0" amix= s2 #5 CORNER BAR W/ 30" LAP FOR EACH O�E�' COURSE OF BOND BEAM VERTICAL RE8AR NY 10' HOOK —� 30" TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0, OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LONER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 7p, ,LSs #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM VW STANDARD ACI HOOK CORNER BARS 8 AT CORNER STEP SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #'5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. AD7H # OF #5'S, IN 21111 BOND BEAM COURSE 16-1T/1 NOMINAL—�� / B HEIGHT # OF #68, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5 S, BOTTOM THAT XFXX-1T11 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE CAST :• 3 1l4" WINDOW e. SILL Z � SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 i/2"=1'•0' SINGLE #5 CORNER 1 BAR, 3000 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 TYP. BE8NV' BOND BEAM �1#6 1#5 TYP. &N18" }p BOND BEAM #5 � 8 8x18 DBL BOND TOP OF BEAM W/ (1)#'5 BAR BOND BEAM EACH COURSE 8x8 BOND SEAM W/(1)#5 BAR .,L. BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS mo . WOOD wn0N FA9190VACINB d. =2" MIN, 2 f' MAX %=2 t' MIN, 9" MAX W� ; =1 � MIN, 2 �' MAX }'MIN, 2 eMAX d.=Y'MIR 2 e MAX =2 t"MIN, 9"MAX -1 I' MIN, 2 ?'MAX' ea - t MIN, 2 ?MAX d. IZ MIN, 2 }'MAX 0. -2 }' MIN, 9" MAX low ; -1 f MIN, 2 r MAR .=t"MIN, 2z MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 k OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW = SPACING BETWEEN ROWS OF FASTENERS 0. = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. r- a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH: 407-77443078 FAX: 407-774.4078 www.abdeaigng-up.com AA #: 0003325 Y O Y aysa:v. ea WTI SILVERADO LOT #17 BLK #07 ]pmo" CT* 04128.002-17 7 MOD=- 4EHB "2605— HAYDEN" GARAGE eMUM: RIGHT PAGE: DETAILS 50 MPH EXP. Pj FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 Al (9) 1 Od x 1 1Q" HOG NAILS. SMALL JACKS <9' MAY BE NAILED W (tO)d x 1 IQ' HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x I la" HDG NAILS, WOOD TO WOOD: USP RT1 BA OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8838, .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. TRUES MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,SW LSS SFWLL 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 MARK 807E a BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X8 (3 Yi"x5x.) SYP. USP HTT4 WW' DA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT r- — — — — — — — - FIRE �DRAFTS 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. __ STOP FUR. TRUSS ELEV. VIEW �I PRE-ENG. FLR. JOISTS •' 3/4" PLYWOOD! DRAFT STOP PRE-ENG. FLR. JOISTS 1�1 2X4 NAILER FOR -� I DRAFTSTOP L.�W 3k"PLYWOOD f/ DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 11 11 7 7 11 " II II "11 11 II II II II II II II II II II 11 11II" II " II II II II II IIII 11 II II III.II II II II 11 it.... II II II II II II II II II II II IIII II II II t 11 11 If 11 11 If II I 1 I II II I I II II II I 31 I II 2xW WN 11 �� I I II 1 II II II II II OIRDER7DCMUwALLWA18P "A"D4� 1M00D 11 II 11 11 11 11 11 11 II II II II II 11 112xWA"° II II 11 SYPI.N0.2 I 11 I I II So II �I IIII II II II SCREWS TO GIRDER I I 11 I I I I I I II SYP 0.2 11 1 i u u n 1 STUAS a 12 .C. IIII II 11 II PROVIDE DRAFTSTOPPING _______ _____ 4 ALONG THIS TRUSS AS TO 11------- --'-- ( — - - ,t I LIMIT AREA TO 1000 S.F. PER FBCR 302.12 II 11 11 II 1' DBL STUD 11 4 11 II t0E 3 9A 1 II SEEDETAIL8/S2.1A II I I I10 4 11 II II 11 11 II 11 II II - 11 - II ------_- PR6FA�tICATEDFL00R- II II .. II II I I _II II _ 7RUBm 24. D.C.! II I _ _.. 1T�^' I. I. II II II 11 II II II I �, II II I I 11 II III II to 3i II _______ __ __ _ I k e e e e e n Nnn n n II II II II II 11 II LI 11 II II II II II II II II 11 II 11 II II II II II 11 11 11 ILI II II II II 11 11 II II II II II 11 11 II II II II .... I1 11 1I 11 of e of of 11 II II 11 -----�-- I--IL--rll-- -- -it -------- v3= " — FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-774.4078 www.ebdesIgngro uP.00m AA #: 0003328 b a 6 aysan•. as LOTI SILVERADO LOT #17 BLK #07 PaOJMT# 04128.002-17071 MDD — "2605- HAYDEN" 0A1CAGa iTIVOk RIGHT PAGIM FIRST FLOOR FRAMING PLAN 50 MPH EXP. Dw03/11/19 ECALa1 1/4"=1'-0" ailaaT S3 NGINEERED WOOD TRUSSES PLYWOOD SHEATHING SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR RAWINGS FOR REVIEW SHEATHING NO APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA18 TRUSS ANCHOR "ROOF/WALUFLOOR TH (9) 10d x 1 12" NAILS TO SHEATHING RUSS EA. PROVIDE 4"MINIMUM NOTE: FOR (A) W/SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT. DBL PLY, A PT SYP #22"X6"X4'-0' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED WR 10d 10d x 1 12" TO TRUSS. FL#17680 NO OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO 8-(2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY 10d x 1 112" TO TRUSS EA STRAP. FL#17680 BED IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17880 (A) USP LGT2 W/ (5) 1/45(3" POWERS WEDGE lx2, 2x WOOD FASCIA BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) SEE ARCHITECTURAL #FL17240 (NOT SHOWN) 2x SECURED VM (3)18tl RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3 14 6" /4"x8" WEDGE BOLTS AND 1x2 SECURED W/ 10d TRUSSES 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12. 0/C FOR REVIEW 2x SECURED W/ AND APPROVAL GALS. COMMON N"I.S. IF 4 BOLTS ARE USED 1x2 SECURED od MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMONN NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 17, O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) S ALLOWABLE UPLIFT = U:9000 LBS, L: 1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, 1:1310UBS (2 STRAPS) TYPICAL TRUSS/ 1A 1B SCALE:3/°�� TYPICAL ROOF GIRDER CONNECTORS) 2A 2B SCALE GIRDER CONNECTOR(S) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT POURED UNTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4„=1'-0, (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d CR EA WHERE SCREWED AS PER SCHEDULE TRUSS(DIAL. BRACE TO X-BRACT BRACING IS PRESENTAT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-O" O.C. (AT SHEATHING W/ 10dx12 HPG COMMON NAILS. 0'-0" TO 30'-0" (1)'0(" BRACE SEAMS) ® EACH END TOTAL OF 10 30'-l" TO 80'-0 (3)'7C' BRACE SECURE PLATE (1) "X" BRACE Q CENTER f 1 / " TO BLK VM IA D FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8' SEE ARCHITECTURAL MIN. EMBED. AT 370C MAX. PRE-ENG GABLE TRUSS SECURE GABLE T02x8 PLATE SN 12d's B" PRE-ENG FLOOR TRUSS (AS PER O.C. MAX GYPSUM BOARD OR 12" HIGH TRUSS ENG) ONO.2x4 SECURED G. STRENGTH CLG. BOARD (2) 10d's Q EACH TRUSS S SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED 18d TOENAILS 10'-0" O.C. MAX DOUBLE TOP PLATE HTT4 W/ 5/8' A.B. WITH MIN, 7" EMBEDMENT TO SLAB & (20) l6d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST. BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .°. 12" GYP. WL BD. BLOCK WALL W/ GABLE END 0 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' GIRDER/WOOD POST CONNECTIONS •°. 5 SCALE: 31-1'41 • ., FLOOR TRUSS CONNECTION @ L.B.W. `► scALE:3a"=1'-a' (NO UPLIFT) NOTCH DEPTH 1/4'D OLE EDGE TER HOLE DIAMETER 215•D SGL. STUD OUTER 113 OF SPAN ONLY OLEEDGE I- 01 BTM. HOLE DIAMETER PLATE < 315"D DBL. STUD STUD NOTCHING AND BORING LIMITS O SCALE: 1 1/2'=1'-a' A - USP THDH26 G < 1200 LBS, U < 1280 LBS Wl (1) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHDH28 G < 2400 LBS, U < 1426 LBS W/ (2) 3/4"° USP WEDGE-BOLT/J-BOLT, 8' MIN. EMBED (20) l6d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4' USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 18d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2850 LBS W/ (4) 3/4- USPVVEDGE-SOLT/J480LT, 5" MIN. EMBED (38) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28.3 G < 4800 LBS, U < 2850 LBS W/ (4) 3/4- USP WEDGEEOLT/J-BOLT, 8' MIN. EMBED (36) ied GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER ATTACHMENT DETAIL SCALE: 9 5'EDGE CENTRAL SPACING SPACING SEE SEE WHEDULE, SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 1/2" MIN. EMBED. (TYP) i. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD m� LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 2C 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °D CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS, 1/4" DIA x 3' MASONRY (2) PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE ®GES%CNG CENTIMISACNIG A DOUBLE 218 1/2' 8" C/C 18" O/C B DOUBLE 218 W4" 8" O/C 24" 0/C C DOUBLE 2110 1/2, 8" O/C 1(r O/C D DOUBLE 2110 314" 8" O/C 24" O/C E DOUBLE 200 314' 6" CC 18' O/C F DOUBLE 2x12 3/4" 1 6" O/C 12' O/C 10 WOOD LEDGER DETAIL SCALE:—=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 (Fl 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 RT18A (FL#17230) OR LUGT2 (FL#17240), ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0' alp • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.•6dersa Woup.com AA 0750003325 Mill 14 ff� 66 g� d aumm at LOTS SILVERADO LOT #17 BLK #07 P1 onwTip 04 0-77 4EHB "2605- HAYDEN" GARAGN 811UNG9 RIGHT PAOIM DETAILS 50 MPH EXP. rpawT 03/117, 8CALM 1/4•=1'—O" simcm S3.1A FLOOR DECK 2x8 PT TERMINATION 2x4 STRONGBACK SECURED TO O WALL BLOCKING SECURED TOWALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" "x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP p--q SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, BRACING (DaggR DEL PT 24 BLKNG BETWEEN TRUSSES W/ 10d (9 3' O.C. 1ST PLY INTO LEDGER AND 1Dd @ 3' O.C. #8 WOOD SCREWS STAGGERED UPPER PLY INTO 2x8 x 2" LONG ® 3" O.C.; BELOW STAGGERED OFF CENTERLINE OFF—... - 3/4" AS SHOVm tr DBL 2X8 LEDGER e" CMU WALL TO CMU W/ 1/2"EXP. BOLT NI REINF PERPLAN AT 16"O.C. ANDB"FROM END W/ MIN SAZ EMBED. PER ELEVAT FLOOR DE 14" LL Y AIALMIO PATTERN I -ij'I 24"M `PRE-ENGINEEREDWOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER Wq Liz I FRAMING PLAN) MASONRY NAILS a17'o.c. REPAIR DETAIL IF iX2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL USP LFTA8 Wtl (16) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LF— W/ (161 Bd COM— unu c EACH END FL#17244 FLOOR TRUSS OR V V PLATE STRAPS V# 10d x 1 GIRDER TRUSS 1/2" HDG NAILS FL#17238 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0' SECURE 20 PT. PLATE TO BLK — W/ 1/2" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY W MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING BEAMS)(BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d Q W O.C. 1ST PLY INTO LEDGER AND 10d Q 3' O.C. STAGGERED UPPER PLY INTO 26 BELOW 8" CMU WALL — REINF PER PLAN NI #8 WOOD SCREWS IM - x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 314'. AS SHOWN USP A3 EA TRUSS -h3F-f 4„ NAMIQ PAT7ER11 —PRE-ENGINEERED WOOD IX2 FIRESTOP AFLOOR TRUSSES (SEE DEL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0' PRE-ENG'D WOOD TRUSS (TYP) ® 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE —CONT. 2.4 SECURED W/(2)10d's ® EACH TRUSS TO BE INSTALLED G 104" O.C. MAX GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" #8 WOOD SCREWS x 7' LONG @ 3' O.C.; STAGGERED NI AS SHOWN Ilj DEL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT IHyN11 AT 18" O.C. AND S' FROM NI 8" CMU WALL END W/ MIN 5-12" EMBED. REINF PER PLAN FLOOR DECK PER ELEAT LL r /4„ NNLNfiPAT1BRN I {.: PRE-ENGINEERED WOOD 24" M 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 017 O.C. iX2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 000332. Y qay O i tj summm a. On SILVERADO LOT #17 BLK #07 PROAMT# 04 2 . 2-17071 MODRU 4EHB "2605-HAYDEN" 0ARAOR 9WU903 RIGHT PALM DETAILS 50 MPH EXP. Wiz" � ' 03/11/19 SCAM 1/4"=1'-0" NIEC T S3.1B 4;y I P- VTT SPACING (1) AT EACH END h VTT AND 6'-0" O.Q. MAX, eI e 0 SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407.774.4078 www.abdeso*mup.com AA M: 0003325 a 8 � R o � BVIODsv a Liom SILVERADO LOT #17 BLK #07 IpmoamTop 42. 02-77 moDulu 4EHB "2605— HAYDEN" GARAGE ewING: RIGHT PAGZ: DETAILS 50 MPH EXP. DAW 03/11/19 SCAIM 1/4"=1'-0" slszr�r S3.1C 5 8" 17 -4" -- - 14'-0" 1 4 2.1 , U V � O � q LL � 100-0 3/4" TOP OF DECK Sp x 0 a § 101-W ---------------------- i J 7'-4" 7'-0" 2'-0" 21'-W 39'-0" SECOND FLOOR DECK PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesoigroup.o L AA 8: 0003325 o � d MMUIN sysD:v ar IATs SILVERADO LOT #17 BLK #07 PROJMT/r 0412 .00 - 707 HODMI 4EHB "2605- HAYDEN" OA1LAGN DWIMO: RIGHT PAaIM SECOND FLOOR DECK PLAN 50 MPH EXP. al SECOND FLOOR DOWEL PLAN SCALE: 7/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.andosigngroup.00m L AA A: 0003325 O avim:v as LOTS SILVERADO LOT #17 BLK #07 PR0an W 0412 .002- 7071 MODEM, 4EHB "2605- HAYDEN" GAMAoa Swago: RIGHT PAGMt SECOND FLOOR DOWEL PLAN 50 MPH EXP. D&Tft 03/11/19 SCALM 1/4"=l'-0" SIEMM S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA/8 W/ (9) 10d x 1 12" HDG NAILS. SMALLJACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 WI 1Od x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WRH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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. 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 2c4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2)c MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATEO FASTENER, ZF 72 PSS36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SZE DseckIPT47F1 REMARK 0 12) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/ T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Ife fni) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)45 (1)#5 WA GROUTED 80L10 BB2 MASONRY 3000 8x8 1) #6 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH sw Vr (42') PRECAST 2231 4'r (481 PRECAST 1980 4'r (84') PRECAST IRIS FW (841 PRECAST 1217 S--1S' (TO') PRECAST 1082 Br (18) PRECAST 900 rr (90") PRECAST 748 S-• (112) PRECAST i4 1Sr (12n PRECAST 475 11N• (136) PRECAST 382 I" (1441 PRECAST 337 12-' (160) PRECAST 296 14'0 (101 PRECAST 270 W4F (178) PRE MMM NR 1Sr j1IN1 PItli1 *xm NR 1rd' R087 PRE6REIli NR 19W M" PRE NR 211-C on PRE81Ri1i NR 22W P41 PRE81REW NR 244r (29a1 PFM71 M NR ODmO©0� v0ov0om OOmmmO� ©m00000 m000000 moon mmov000 moo���Q 0�00/1�00 o©000 m©00©00 m�0©OQ� ©m10=21EM wm"" 10 10 0��0�00 000©oov 00000mv 000©000 ODD©�00 om0000v m�00�00 0�00��0 0��00�0 1O I >IN 14p 4N 4N RN 1: (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALLVAUJMTAM FROM SAFE LOAD TAMW BY CASTIONSTE ANY 201E EDRION -ALL PRECAST PRODUCTS ARE TO SE INSTALLED PER VANUFACTERES SPEGFICATIONB SAFE UPLIFT LOADS FOR 8" PRECAST 6 PRESTRESSED U-LINTELS 4tAOF-6M I SAFE LOAD - POUNDS PER LINEAR FOOT 94! On PRECAST 102E 1094 169E 24r W PRECAST 44' M PRECAST 766 763 1309 44' On PRECAST W4r (641 PRECAST 692 691 1073 Wr 0E41 PRECAST F-C 1a41 PRECAST 411 411 746 Br 041 PRECAST S-iV (701 PRECAST 340 3110 010 &-10• (791 PRECAST Br (7C) PRECAST W 721 40 rr M PRECAST rr On PRECAST 424 634 31115 Tr 01 PRECAST " (112) PRECAST 376 512 230 r-C (1721 PRECAST 10W (128) PRECAST 204 401 180 Ear (126) PRECAST 11' C (13r) PRECAST 260 462 164 11--r (130) PRECAST 124r (,44') PRECAST 244 402 137 /24r (1441 PRECAST 12-C (1ta) PRECAST 217 324 110 1" pw1 PRECAST Nr (1681 PRBCABT 208 293 100 ud (1aa•) PRECAST 10r (175) FIIiTRi1PD NA 284 91 ur JIM PRi7Ri 1Si" (1641 PRES MMW N.R. 269 83 /B4• (1841 FRBB7Ri 174• Mill PMBTMM NA 194 " 1rr wn Pivion i OW Mn PRESTRESSED NR 146 62 19'B mn PREP 2VC OM PRi1RMM N.R. ISE 42 2P-P PM FRiTRi 274F PC) PRi1RUM NIL 118 40 22r 0641 PRi1Ri 24'r 011111 P NA 9/ 33 24'4r Mn PA691Ri (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PROOUCT6 BY OTHERS TO AEETOR OMM VALUES STATED MOVE -PRONDE►NRM4.OF BEARING PART EACH SIDE OF WIMIM OPENING PROIXJCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 le ----------------------------- ------------------------A 11-. � 1 1 1 ♦ 8F18-i TIOMAB 8F16-,T/OM/OB 8F16-lT/0MN8 ♦♦♦ 1 24p, 1 1 ♦ 1 4 1 1 ♦ ♦ 1 F_ 7 i U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" 1 1 I 4* j 0 4* ♦♦ 1 I I ♦♦ 1 1 F- 1 4* I ♦ 1 1 ♦ 4► �� 1 1 ; 4* j I 1 1 4* i 1 1 1' 1 j2.1 1 I 8F16-lT/0M/0B I8F16-1T/OkWB 1 8F18.1 T/OM/OB 1 1 I 1 ��-}------=---------L---------J ------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .ebdeslgngroup.00m AA 5: 0003328 b .ti.. ~Z 666 $ EQ S 4 1!><J1lDIV. Ae IATt SILVERADO LOT #17 BLK #07 ipsoa oQT11► 4 .0 2-17071 MODRU 4EHB "2605- HAYDEN" (FARAoE! e=14102 RIGHT PAGM SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. Pj FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 11,7 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED WI (tO)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT18A 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .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, TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF ZSW LES SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE s BABE PLATE OR REMARK DESMPTNNd REINFORCEMENT WD-1 4X6 (3 X'x5 X-) SYP. USP HTT4 WIW CIA S/S3. to PT., WOOD POST x 5" EXP. BOLT -%, 5 1 1 3 5 5 -& -ia- m'NNI-I-I- I�i-i�'. 1 a n x " '1 1 _1 PRE -FABRICATED ROOF TRUSSES M AA1 IA11.1FAM WA ,_ a c _ --------------------------j ROOF FRAMING PLAN SCALE: 1/4" = V-0" • a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 5 m Q O i$ sysniv & ion SILVERADO LOT #17 BLK #07 1pmw T-771 MOD=- 4EHB "2605- HAYDEN" GARAGZ NWEIM: RIGHT PAQZ: ROOF FRAMING PLAN AND NOTES 50 MPH EXP. Dw03/11/19 sCAUD 1/4"=1'-0" gnvmw s6 GABLE -END ll_ROOF WIND DESIGN WRESSURES NET (GROSS) A5CE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (2796) ZONE 3 = 33.53 PSF (4153) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT a 0.10 ROOF DL4J4PAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116- O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 CDX EXT. PLYWOOD, WITH 6d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W IN W OF GABLE END, 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 212' 0.1ZY PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL IS TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7116" O. S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES 1. .......... 0 z2 U,W Z jU y0 V TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RAFT R OR TRUSS �--_ EI - `,,, �--__. 1, --_-_L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMSiO Bd RING SHANK GUN NAILS 6" O.C. IN FIELD'` 8d RING SHANK GUN NAILS G 12.O.C. IN FIELD or 8d x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' O. WLJ FIELD J\ TYR 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 S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 81N EDITION AG 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 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 AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT 18 THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 310. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMSiO Bd RING SHANK GUN NAILS 6" O.C. IN FIELD'` 8d RING SHANK GUN NAILS G 12.O.C. IN FIELD or 8d x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' O. WLJ FIELD J\ TYR 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 S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 81N EDITION AG 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 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 AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT 18 THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 310. PROVIDE 6%AIR ENTRAINED CONCRETE WIOSEDTO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPFILE RS,SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER.Fb- 1100 PSI AND A MODULUS OF PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 3lABR41,14GROU1DWHERE INDICATED ON ELASTICITY = 1A00,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK 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 WTH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN h" OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, BIN EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATIONFIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDIND 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 BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH" AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AG WOOD TRUSSES: TYPICAL DETAILS. All NMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR SUPPORTED WITH 2" CHAIRS SPACED T-O' OC EACH WAY. STRESS -GRADE LUMBER AND ITS FASTEMNGS' SY 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. RESAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-DPPED GALVANIZED. ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG 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 UPS ARE STANDARDS FOR METAL-PLATE00NNECTED�WOOD TRUSS CONSTRUCTION:, AND 'TPINVTOA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED Psf TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36' WOOD TRUSSES 20 psf TOP CHORD ­unw t 10 psf BTM CHORD ­<GRdurent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 pd TOP CHORD 17I'd 4 ASPHALT SHINGLES) (10 psf w/ % GYPCRETE) 10 psf BTM CHORD 5 psi STM CHORD DEAD LOAD TO RESIST W ND UPLIFT: I Opsf BALCONY LIVE LOAD 80 Psf STAIRS LIVE LOAD 40 pef WINO DEAD LOAD SPEED .10 MPH 3-SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE COMPACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL 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 W LL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OFAT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE-COMPACTEDAND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOW/$: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-04GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKErS SHALL BE TIMESTAMPED WHEN CONCRETE 18 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 18 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 NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBARSHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSz B FOR CONCRETE EXPOSED TO EARTH ANNOR WEATHER 1.112' FOR 05 AND SMALLER T FOR#6 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS I-lW FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS #5 BAR - NY #7 BAR - 42' PROVIDE 36' x 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 WTH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FORAPPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND 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 GUT 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 WTH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY - I-- eun rnuucu+ernee, ee LICENSED PROFESSIONAL ENGINEER. PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM "0, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY4JP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MIMMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 316" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6' TO W. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UDDER 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 AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR B X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy = 35 ku, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS 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 W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL 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 APPl,GT10N 91g ttPE SPAdNi REMARKS AVID - Siff 1 TYPE 19PAdNG REMARN9 I#PTRIRRING TO CFeE YA�ENEDCdL 9•dC GMAOE DOOR Ei1CK SEE DETAIL BEE DETAIL BEE- BEE DETWL MASONRY/GONG NNL1 M1'LO.W. TO IMmNiV/NNC SODpPL.IXT. DOORe CASE INRDBIm GNL B"IOC WINDONYODOR/FA91ENm GARAGE DOdt BUIX BEE DETAIL SEE OETAk BEE DETAIL BEE DETAIL T, SEENOTE6 NAIL 11/Y LONG. ST mm INTO MA90NRYftDNC. TO MABOMY/ANC. WINDDW91d( CA9EHAIABI cm B•OC WINDGWRIOIXM FABTBem METAL BTRAP1 CONTACT THIS ENGINEER FOR SPACING 1. PT, 8EENDTE6 NNL,tm LaNG. STA mm INTOMASDrslnmlx;. MABDNRr, coNc. REQUIREMENTS EM. SWING Wqi q)._ •TAPWN 1,-EMSm.e•B�D. NON9EAPoNG YAW 1? EIP... I-EMBED.1'EIO 3106; BUC PT, BEENOTE6 NO HOMER FABTNB2 ,e•Ox: D16T.,t tr2'EDGEdBr. WKLTO CONIC. BITS AM eOLi DI-. $'EDGE DISi 1 PTWINDOW BIId( 0.138•PAF31S" B• 1•END..-j T PO STEEL CG.,SEE ES W/ WA961IX 9iAGGHim EDGE dBT NOT" 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCA MATERIAL SHALL BE HAND FRAMED 4. PAF SRALL BE HILTIXZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAXLEDAND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. \ Nr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdeslgngroup.com AA N: 0003325 M p � ZZ a3 pp y� a J RF SILVERADO LOT #17 BLK #07 lipmoamTfp 4 2 .0 2- 7071 >t[OamL1 4EHB "2605- HAYDEN" GARLAOm 9Wn9Gs RIGHT PASIC: DETAILS 50 MPH EXP. 4�6 ��zol9 c