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HomeMy WebLinkAbout7029 Silverado Ranch BlvdP 99 1 7 2 0 -4-E AB 0ARIA 99 owcy wall 11.D1NG GCE„ CppE, 0 Pt�YRHILI.S HOMES CITY 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL STH EDITION (2017) ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION eve" =16ISSUEp ARCHITECTURAL SHEET DESCRIPTION •FLORIDA FIRE PREVENTION CODE BTH EDITION ADJ. ADJUSTABLE M.T. METAL THRESHOLD DR HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES ALT. AMP. BD. CL ALTERNATE AMPERAGE BOARD CENTERLINE MTD. MOUNTED MTL METAL N.T.S. NOT TO SCALE O.C. ON CENTER OU" 201 MC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES OV" CO'SF05486UED 04f: FOOTING REVISION PER M.1500IES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 *OCCUPANCY - RESIDENTIAL GROUP R3 *CONSTRUCTION TYPE - VB •YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Va=110 MPH • EXPOSURE — B •I -STORY RESIDENCE — •2-STORY RESIDENCE - YAX HEIGHT AS PER LOCAL AND STATE CODES CAB. Cca CLR CQaC. CPT. CT D. DBL D.O. DNA. DIM. DST. D. DR. CABINET CEILING CLEAR CONCRETE CARPET CERAMIC ME DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR PL PROPERTY LIKE P.B. PUSHBUTTON PH PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P. PRESSURE TREATED R RISER RAD. RADIUS R.A.C. RURN AIR GRILL REF. REFETRIGERATOR ILK Ro6M R.O. ROUGH OPENING S.C. Sam CORE EXTDR PG Al —FLOOR PLAN PG A2D-ELEVATION D PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG M1—MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS WMIR PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: D.S. OIL .W D.W. EA. DETAIL T DETAIL DISHWASHER EACH SO SMOREHUNG OR S.H SIN6LE HUNG SHT. SHEET .: sHTHG. sHEATHiNo PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED S .FT. CALL. S Lh�MG 1612 W. FT. G'4RAGE 432 SG. PT. ROLAND A. ABOUCHACRA ELEV. ELEVATION SHWR SHOWER ER EQUAL SIM. SIMILAR EXIT PG WA8-WALL ASSEMBLY DETAILS AR No. 93723 ENTRY HE EQ. FT. LANAI 98 SQ FT EXT. F.GIPX. F.G. EXYERRIR FIXED GLASS FUEL GAS SL. Cff_ SLIDING GLASS STD. STANDARD SWS SHEAR WALL A.B. DESIGN GROUP, INC. TOTAL 2238 SQ. FT. F N. PLR FINISH FLOOR SECTRRJ TEMP. TEMPERED GLASS 1441 NORTH RONALD REAGAN BLVD. FRUDR. FeENCHDOOORR TO.C. TOP OF CURB LONGWOOD, FLORIDA 32750 PTO. GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB Tel: (407) 774-6078 GAR. USE, G.F.I. GARBAGE DISPOSAL GROUND TYP. TYPICAL U.N.O. OENOTED Fax: (407) 774-4078 GL. GYP. BD. -FAULT TER CIRCUIT INTERRUP GLASS GYPSUM BOARD OTHTHERR WISE V.P. VAPORROOP W. WASHER STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA-DETAILS H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HIT, OR HT HEIGHTEADW/H WANTERHEATER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INS LAV. LUM. M.C. � LLIATITION LAVATORY LUMINOUS MEDICINE CABINET W.I. WROUGHT IRON PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING 9 ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT ECT PPRROCDEDOUREISIS FOR THE SET, THE TO SUBMIT A PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DEMON GROUP WILL RESPOND TO ALL WRITTEN RFH's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RPI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%: 407-7744078 www.abd•sknpup.com AA 8: 0003325 g Qp Q q3�8� O aiJTs]DIV At RAT: SILVERAD0 LOT #59 BLK #06 Irsoa CTp 4 .0 2-5 06 II[ODRU 4EAB "1672- ARIA" oA1RA*X awaNM RIGHT PAGE: COVER SHEET 50 MPH EXP. 03/11/19 aCALIrQ: 1/4"=1'-O" i>E31�T C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Lh EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMSSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER 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 UNTILPERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES,DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 1-3I8INCHES THICK, OR 20-MNUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATINGTHE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MNIMUM NO.26 GAGE (0.48 MM) SHEET STEEL v MIN. RIGID ON -META WC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3028: 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 SHALLSE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /84NCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTINGTHE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. SITE wows 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORTAND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES T CONTROL EROSION A SU S 0 CO 0 SOIL OS ON S PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TMBER 1. ALL WOODS AND V400D CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MNIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICALNAIUNG SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMNG MEMBERS SHALLCOMPLY NTH CHAPTER & WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MNIMUMAREASHALL BE8FT .SQ. PLUIBNO I. 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 WITHIN AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM 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 P30052 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERIM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EK ERIOR FRNIEHES 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-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063.1 IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 - 11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S 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 BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdosWngroup.com iL AA M: 0003325 , gsas�� N Q 21 svaa:v ae moat SILVERADO LOT #59 BLK #06 Pnon=Tp 4 28. -5 06 hW3Dl ,t 4EAB "1672- ARIA" OAIRAOX DWDa k RIGHT PAO=* GENERAL NOTES 50 MPH EXP. (2) 3052-6H (2) 3052-6I.1 E6REBB -- 0l0 0 01111N;o�� 0 0111111111111110 011111110 � - --- in i - 1III ll, 1I;r in ow - - �I - - a FRO 110 0111110 in - in - in in i in 0 in 0 � - - - � - T„ 11 - - - iME 9 .•ow M - in - in - in �a in 0 - � 0 f M,I In - - - n in .II in -- e �- in mm in o -in _inin :^ in in I ATTIC I in "" a • ... a��L. JAS BOLLARD REQ. in in i� in - iGARAGE in �Iin PER BLDG. CODE 1 J' in in - - - i - win 0 .. , _.-om o i - - in in in in in in in in in in o „ in inm- :I - i - - - - - - in in 0 i i - milla - 01111� 10 0 0111140 0 SQ.FT. CAM S LIVING 1612 6a FT. GARAGE 452 Sa FT. ENTRY 38 sa FT. LANAI 96 Sa FT. TOTAL 2236 Sa FT. OWONITAIDCLA00M MLOAD/ M10 MD woo FORsomm OMR1 � 06 1DIE iOMNMIDMO M3MM7 TM !00 MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING I6 5 24/-31 DR MN. CRITERIA Sfa.D. MIN 41 5 23/-29 CRITERIA 16010 O.W.D. I I12 1 5 1 2DA/-22.1 BASIC HIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CATi EXP.=B, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OM-- ii, rim TOP PLATE 0 in DLR DETAIL E: VJ'•I'-0' B ARCH DTL. 4 Iterel 6 4'1 SCALE: 1/4' • P-O' NOTE. -2-8 Li DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENNGS 15ETU EEN THE GARAGE AND RESIDENCE SHALL 15E E42UIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N THIC104", SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE PIKE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77441078 FAX:407.774.4078 www.abdes48"8roup.com L AA 8: 0003325 q IiiiM 64 q 2 Q a o s ® U a aTiJ mxv. as IAT: SILVERADO LOT #59 BLK #06 Fqw T111 04 02- 9 61 MOIDMA 4EAB "1672- ARIA" ciwawaa awn m RIGHT PAGa: FLOOR PLAN 50 MPH EXP. 50 B'-S' BRG. HGT.00 1'-0' FYF'ON BKTID(TI OR ECiUIVALENT��Ae� I 4' RAISED ttF II BAND (TYPJ—'-, —^1 ciu ci = . - — - — - — - — - — - — - — - — - ,BLDG.HGT. EQ. FYPON LVI2XI4 OR EQUIVALENT SNMGLE ROOF 6� ARM Fo 1 12 ul FRONT ELEVATION SCALE. V4 . V-0' TEXTURED PINION NOTE. WALL FENESTRATION FLASNNG AS PER FBCR RT09A 7.1L73a■ __. _ S'-S' BR's. HGT. -m' m' OFF RIDGE VENT 6' RAISED BAND (TYPJ OPT. COACH LIGHT OFF RIDGE VENT RFAOFATIIC - 7235 S6 Fr. EF FREEVENFRA10N AREA REM RED _ 1/300 ffiWRMvwmL1TIONARFA 32i5/300 - 7.45 H43RATION AREA X50, INCHO PER FT, (144) - 1Wl.856IN. RQF.REa11®VENnIAT10N - .5R ima IN TAPER PORTION OFATIIC sa6.4 1 . F RIDGE VENTILATION AREA - SFS Sq IN. PERVENf 536.4 /1FS ALROFVENISREOI.IRED - 4A6� ALROFVENTSPROVIDED 5 -AREAOFATTICISTTo=rrEROFTHE HOUSE, LESS THE OVERHANG EEIEPIOAOFWALLTO E%1FNOROFW NO OVOUTANGSINCLUDED W-S' BRG. HGT.go e OFF RIME T \ b WMI Lol LNIN INS REAR ELEVATION SCALE. 114 • I'-0' TEXTURED FINISH B'-B' BFYs. HGT. Lm'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FNIS14 I OFF RIDGE VENT OFF RIDGE VENT W.T. /—��\ / 2' I 1.4 LOUVER DETAIL A CAL . I . I' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesWWoup.coIn AA M: 0003325 REAR ELEVATION SCALE. 114 • I'-0' TEXTURED FINISH B'-B' BFYs. HGT. Lm'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FNIS14 I OFF RIDGE VENT OFF RIDGE VENT W.T. /—��\ / 2' I 1.4 LOUVER DETAIL A CAL . I . I' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesWWoup.coIn AA M: 0003325 4 h 0 c �pcCmp s n u nxnmly as Loan, S ILVERADO LOT #59 BLK #06 04128.002-59061 MODMIA 4EAB "1672— ARIA" GA tAGZ E WING' RIGHT PAO3h ELEVATION "D" 50 MPH EXP. :,-,-P. - ,- MAW A. ABOiX.'Fi/1CRA AR NO Y07= m 03/11/19 EiCALM 1/4"=1'-0" RIGHT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH _A ELECTRICAL LEGEND OYM. DESCRIPTION !► STANDARD SWITCH " -WAY BUTGH •WAY DUTCH "MR DUTCH HE BUTTON IDCONNECT T R ' TAT MGLE RECEPTACLE (128v/20-AMP N•GLE POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT RRAMPER RESISTANT TYPE) OUTLET (HALF OF OUTLET TCN) TERPRCCFK4F" (GROUND FAULT *GMWADPLEX RECEPTACLE RECEPTACLE (FLOOR (4 URE OR)UNTED LrAMTMOUNTED P110VEPTACLE LIGHT LKi1T K/HT ONCE PRE-URE T FAN UT14 LIGHT (I CI'M PER SO. PTJ 08S BULD LIGHT FIXTURE BOSS BULB L*MT FIXTURE Ii DW.0 LIGHT FIXTURE ' TRACK LnHTING TTIC LIGHT UTH PULL GRAIN �( CABINET LVbNT ® 'x4' RUORESC[NT LIGHT (R[C[DDCD) m k4' FLUORESCENT LIGHT (DWpAGE kW FLUORESCENT LIGHT (RECESSED) • OESS LIGHT LIGHT (VAPOR PROOF) "LING MOUNTED LIGHT UTH J-DOX OPT. FAN 9*-C-X PANEL LD VERIFY TION) METER IF -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILM MOUNTED FAN 0 T FAN (I CFI PER SQ. FTJ 4 JACK O• DETECTOR (CEILING MOUNTED) TED OUTLET FOR "RAW TV JACK -•Fr pw PORT •LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FMB TOME VEWIED • HOMEOUGR PRE -CONSTRUCTION MEETMG. • ALL M 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • D18HWAO MM DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF S0 CR1 INTERMITTENT PER TABLE MOWA OF FMCIE bTH EDITION (2e11). • LAUNDRY ROOM RECEPTACLE SHALL BE CROWD FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERDON4EL ON FEEDERS) • URNS METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO DE TAMPER-RE6I8TANT . d1Yra Ah'4vA&MAL I BE AM EP_TED BY a 0 p C MU AND TSli OF LI6HTNG MOT BE ENERGY EFFICIENT TYPE ER Pm F)6G- ENER3Y GGNBERVdiION (R[BIDBdTIAL [NEICiY BTIGENOT) 20fl, frlh EDITION R404d --------------- CEILING PRE -WIRED j MTO. L&4T ,,,. COCCI FAN TO BE _ I ® I OWNER'S :INSTALLED, I I 0SmT : PROVIDE _ U-BOX \ I � OPT. FAN - � � FMQE-URED CLG FAN C`, 7 OF PRE -WIRED CLG FAN ; I W.I.C.s � I GREAT ROOM \ I I \ SUTCH IN I - - - - - - CABINET- / I �( KITCH GF / HOOD WIRE • I 0• OUTLET FOR I / I BATH FUTURE MICRO. GFI J \\ I.AUN• --- 1 \ PRE-WRED 1 \ II CLG FAN v 1 II M �•���--ii GPI 1 j42' AFF. PGAARAGE 1 r-----1 ail I i i 1 DOOR \ 14Q, _ I z— — — l II 1 \\ \ BOLLARD a I I \\ \ WALL MOUNTED AS REQ. PER CLOG. \\ L*HT W/SWITCH IN CODE II \ ATTIC - jFOYE KEYLESS FIXTURE / _J METER Q / GFI FIELD CLG VERIFY BDENJ \ OUTLET Q LOC. -L - OHD IRRIGATION P.M. FOR - - OUTLET • CHIME 1 \ 48' ,4FF. 1 GARAG PRE -WIRED I / CLG PAN I I I 1 ENTRY \�l - -------------------- _ COACH -- ------- L*MT ELECTRICAL PLAN SCALE, 1/4' . I'-m' MEN =0 a�aoo�all�alla w7 ® O�-msT:�-"�00 sc�� 00"T—T��Ii1111� omme • oar• ©IIIIII>•aF7 r..� OO 1017mm 0 aumQ�Q�Q aaE��C��0 ®om�om 0 om�z.�os® BEENEEMENE�O® ®oo�mo u0 00® �a�a�a��aaa�aLa �Ill�a�'aaa�Iv uo'—r-�.r.'moo aLaaIIII� �LZ r��0� ��aaRL�ULM E��L�aaRaaRaaa� aaR RLa u t:��L�aaRaaRaaa� © E:m �7 aLl L1�C��aaBS� INNEEN aa�aa�aaa� _ Im u..... .. IRS NVT. PROVIDE 3QAD CU, THIM • 1'M CU IN 2' CONDUIT OR 3 4/0 AL. THLLN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE OOPPIT • OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT &WITCH AND U0R40 VOLT GENERAL NOTES. M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENICLOSIA E MLO C21PLY WITH ELECTRICAL PROVISIONS OF THE FEC4 btu PANEL [DITIGN t201'T). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL ME TYPE THNNRHW UNLESS I NOTED OTHERUSE. POWER COMPANY TRANSFORMER RM AL RIIMIM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS DERvICE IB PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BD. ENTRANCE SERVILE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE E(ilIPMMfT lQJIFMlNT INTERSYSTEM DONDII4G TERMINAL AT LOW VOLTAGE CONNECTIONS 14 CU SERVICE GROU•D CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBC'IR &LW EDITION f20fl). 5/0" CIA X S FT LONG COPPER CLAD GROU•C ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 0: 0003325 4sas�� _ F QVSDIV. ! LOTU SILVERADO LOT #59 BLK #06 PRojocTTp 04 8.0 -5906 monz LT 4EAB "1672-ARIA" oANAGN 8WVM: RIGHT PAOI ELECTRICAL PLAN 50 MPH EXP. IMTO 03/11/19 scALM 1/4'=1'-0" T E1 1 Ella----------------- I II I II II I I I I I I I I 1 V.1. II II �I� • I I I I v M1 I O I O I II I II • I I ------ II II =% N 4'-V 2'-9' PLUMBING PLAN SCALE. 1/4 . I'- V' V.TP- KITCHEN v2• r SINK W/ I cl IQ' AUTO VENT v2 I I 2' V.TJ.�R. 2 �I Ml In' �I ITUC 1 I I I I � I Vl• WG ILAV 11/2' 4 1/2• V 1/2• �/ I 1 1/2•1 3 i I 9' WASHER I 1' I LAV. L V. 1 3 OHM TO CA. MAIN PLUMBING RISER 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.ebdes4 gPup.mm AA N: 0003325 L : 8C QQ t 0 8 ®3 so p ML SILVERADO LOT #59 BLK #06 rmon CT# 041 .002-59061 Ibcoasz4 4EAB 1672- ARIA" GA3.AGS BVIENC i RIGHT AAGN: PLUMBING PLAN 50 MPH EXP. lwouw a ABOUCK AR NO 90722 DA 03/11/19 WCAUM 1/4"=1'-0" game= P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR 6ERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS &HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R•6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL U51 CLASS I AIR DUCT AS PER NPPA ICA 2.3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SI'IOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 60W ,. BATHROOMS CONTAINING 5ATHTU66, SHOWERS, SPAS AND 61MILAN BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. B. ALL EXWAU6TED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. I. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE66 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 6M. 10. ORILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH OBF 110 DRYER 0006TER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC AIR SUPPL AIR HANDLE EVAP. 6CORATED NICKEL BRONZE FL. PL. ALL AC TO NAVE PROPER PANS W/ DRAINS EXTERIOR WALL I AIR RETURN SUCTION AND LIQUID 1 REFRGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB q REFRIGERANT LINES TO RETURN CONDENONG WIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER PBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 30,3A HVAC DRAINS FIN. FLOOR OR WALL -�—FITTING OR EXTENSION TO SOIL OR WASTE A6 REQUIRED WADE 6240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK PVC OPTI/6PEC (DEELL0001R. SLAB CLEAN -OUT (TYPN4 LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK. — BROKEN LINE. RETURN TRUSIC BALANCING DAMPER OR OBD O CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIW-IT O/A OUTSIDE AIR m THERMOSTAT m PA6644-RU AIR GRILL SECURE STRAP TO COW. CONDENSER W/ (2)-3A6W' TAPGON6 UNIT SIMPSON W9 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT LLV (2) 4' CONCRETE BLAB 'SX1 1/4' 614T. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' PROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-6'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g)EXT. GROUND CLEAN -OUT (TYPN) NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. FIE] Eli ----------------II I I 14' II LANAl I i 14XI4 14X14 I I i I I OWNER'S SUITE DM 12Xa 12Xa GREAT ROOM II I W.LC. I a ii O '4' I e 10BX 4_J E 12LMICH0. I ;$ F/L lmx6 BA ----- BDRM-----0 -- - IV' t0X6I I I .�3 — I 10' I I LAUN1 . i �pili i ® OCRM 4- aX4 iOPT i ------ 4' L 4' DRYER I writ O II I I 814 II II ------ wx6 -- ffYE 12X6 GARAGENT MECHANICAL PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774+1078 www.abdeslgngroup.c AA a: 0003325 Q a 8 4 EUV>lDIV. et LOTS SILVERADO LOT #59 BLK #06 PllOJmOT�U 04128.002-59061 1[OD2S A 4EAB "1672- ARIA" OARAGN QWIM01 RIGHT PAGIM MECHANICAL PLAN 50 MPH EXP. PJ 191 A N F'PRZNT 03/11/19 11111211111m M1 2X4 TOP PLATE PINE-PAIS TRUSS V2' CM BOARD VY DRYWALL T`rl- 2X4 WOOD STUDS ♦24' O.C. SLAB FIN. RR IN— 1 C: O 1 ULW.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' OjC. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'.I'-0' FIBERGLASS 814IN6LES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSSTTO�OHP MTL. DRIP EDGE 2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR_ FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.IJ ON O.Sb. SHEATHING OR }' CDX POD LYWO 9/8' GYPSUM BOA SECURED PER OR 1/2' HIGH FASTENER SCHEDULE STRENGTH CLG. BOARD STRUCTURAL SEE ENERGY CODE POW16 PRE•ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE F'ER ELEVATION 2x FASCIA PER ELEVATIONS R-4U INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES ,—/ BPEGIFIGATIONS �r-a r /—REFERENCE STRUCTURAL a tl. . a • 4' Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK 2 COAT PORTLAND S• cm CEMENT PLASTER APPLIED L-71 GYP ILL BIDDIRECTLY TO MASONRY WOOD BASE 0'-0' PIN. FILM. o W/ WINDOW OPENING H TYP. WALL SECTION NO OPENING NOTE; PER SECTION SM.1.1 - FOR ROOF S 2:TO LESS THAN 4:12, A (1)1—STORY HIP BLOCK WALL 2)OLAY ERIUNDERLAYMENT SYSTEM SCALE, 3/4'-I'-V IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D (0151 2 GAS LINE THRU BIACK vr.na FIBERGLASS SHINGLES OVER #30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908U.1 ON a' Obis. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ►_��� ♦ ♦ ♦ ♦ ��� I O,♦ Vie♦�i�i♦i?�?i�♦�♦ is 'i .. .. Mat s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE -ENS LLC.TRUSS — 2x RAT RUN— SECURED PER/ STRj STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION Ir \ S/8' GYPSU"I BOARD OR 1/2' HKaH STRENGTH CLG. BOARD R-4U INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRING — STRIPS ♦ 24' O.C. 1/2' THICK 2 COAT---&— 1/2' GYP. ILL. BD.- PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR S' CMU a' a. • 4' V W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.1.1 ON I}. Ob.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN, FLR 4 a.. . B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL .� WALE, 3/4•.F-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-774-4078 www.abdosWiroup.com AA #: 0003326 h q Q 0 S W I Yi 00 sumw ae r oai SILVERADO LOT #59 BLK #06 PIROJWTI/ 4 28. -59 6 HODEMA 4EAB "1672- ARIA" GARA1OX swa10: RIGHT PAGIM DETAILS 50 MPH EXP. AFIIV-Irrl irrATE or- c - ROLAM A ABOUCHACRA AR NO 937W , DA 03/11/19 sCAi.m 1/4'=1'-O" mime= D1 To DLK YY (2)11'1A' A -MOLTS 4' EMBEDMENT MIN R AND NUT SPACED EVENLY F=H PLO= TO U��i■�mmm�Y�■w 61� 00 SIDES 2)a, OARASE DOOR E(JCIC YV (6) w XW' A-60LT6 4' E11"RO iQIT MN WI/ 2-XI-4 ""It AND NR SPACES EVENLY PRIM FLOOR TO dkAPb&M DOOR NM N JOINTS PRIOR TO FILLNM 1.2X6 P( IlLODC a CANTER OF ® DOOR HEADER WKI) A )W J-DOLTS 4' 0110110 ON, eV 2•X w WAGmt AND HUT. Ill Lea 118 MANIJ•ACTUMNS "TALLATION NSTROCTk" 0411RE SUCH NSTRICTIOlb ARE MORE ST� GARAGE DOOR t BUCK ATTACHMENT emu. -.— e• a'w If' DRYWALL I'X4. OR I•X2' P.T. NAILER Ix4 P.T. OR % X4• MIN. SECURE THRIJ FRAME 4 EXTEND 1 Yi INTO BLOCK WY %* TAPCONS (MIN. SHRANK SIZE .10 MIN. HEAD SIZE JAM MIN. EMBEDMENT I-Yi WITHIN 6' OF EACH END 4 ID' O.G. MAX SPACING DOOR CAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +3/4 OR +S/4 •1'0 +340 +S 4 A SCALE, N.T.B. 2X4:m SECURE TO 15LOO K W/ lb' TAPCONS OR (MN. SHANK SIZE .148 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 W4' O:C. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-%- TAPCON6(MIR SHANK SIZE .143 MIN. HEAD SIZE 900 MIN.EM15EDMENTIYi) WITHIN 8' OF EACH END 4 6' CMU I8' O.C. MAX SPACING. Jj' DRYWALL 2X8,® a PX4' OR DO' P.T. NAILER SECURE TO BLOCK WR-%-7��'JAMI ASING (MIN. SHAM. SIZE J48 MIN HEAD SIZE 300 OR WNDOW MIN. EMBEDMENT I YW) CHI TO 2X PER WITHIN 6- OF EACH END 4 MANUFACTURER DETAILS. IS' O.C. MAX SPACNG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4*) DOOR JAMB TO BLOCK +2-1 �� D__�1► 7'0 _I31 CA IC +t- 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE JIM MN. EMBEDMENT 1 YV) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X W3. O.C. MAX 6PACING. MUST BE ON OUTRIDE 4 2X6444o SECURED THROUGH SECURE TO BLOCK W/J-V*' NON-STRUCTURAL ;6- T•APCON6 TAPCON MIN. I A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE MCMU IN. EMBEDMENT I YV) ' DRYLLIALL WITHN W OF EACH END 4 18' OG. MAX SPACING, ❑ •X4' OR PX2' P.T. NAILER 2X6,® SECURE TO BLOCK I=-%' 7(e OJ3D. X 4' MN (MIRSWTAPCONS, DOOR CASING [MN. MIC SIZE .145 MIN. HEAD SIZE 300 ppOR JAMB OR WINDOW MIN. EMBEDMENT 149 ATTACH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURER DETAILS, IV O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) / rn1 DOOR JAMB TO HMI LOCK+1 j51/54f �' SCALE, NTb. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK 61ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X W6' O):. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH 69CCUUPW TO BLOCK W/2-%' NON-STTAONS MNnRAIL (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y4')I . allu WITHIN 6' OP EACH END DRYWALL b' Or- MAX &PACINGX4'OR PX2' P.T. NAILER 2X&4 TO BLOCK UW-TAPCONS OOR CABINSSECURE (MIN. SHANK 812E.148MIN. HEAD SIZE 300OOR JAMB OR WINDOW MIN. EMBEDMENT 149TTAC 4 TO 2X PER WITHIN 6' OP EACH ENDANUFACTURES DETAILS. IS' OC. MAX SPACING NOTE, SHIM AS NEEDED TO PLU'1B JAMB (DO NOT EXCEED )'W) DOOR JAMB TO BLOCK +P 1� 4" i A TO BLACK + 1/4"2 2X4m SECURE TO BLOCK W/ I)(4' TAPCON6 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YW) WITHIN 6' EACH END 4 NOTE, STRUCTURAL 2X 16' O):. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURETO BLOCK W!J-lXe'NON-STRUCTURAL )1(e' TAPCON MIN. I-Yi (MIN. 6HANK SIZE .148 EMBEDMENT INTO BLOCK MIN HEAD 61ZE 300 . qyU MIN. EMBEDMENT 1 A') DRYWALL WITHIN 6' OF EACH END 4 'X4' OR i'X2' P.T. NAILER 18' O.G. MAX SPACING. 2XBm SECURE TO BLOCK WO-)1Lr' TAPCONS DOOR CASING (MIN. 6HANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I /'i) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END • ATTACH TO 2X PER IS, O.C. MAX BPAGWJCs. MANUFACTURER DETAILS. ne,e. �In M,Soo fo'ue� 4n�,00 xOr 4>•7oA', DOOR JAMB TO BLACK +3" F' LE, N.T . 2X4m SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IV O.C. MAX &PACING. MOT BE ON OUTSIDE 4 2X64 SECURED THROWN SECURE TO BLOCK W/2-W NON-STRUCTURAL 94• TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi 145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT OW) 6' OP EACH END 4 B. CMWITHIN ID' O.C. MAX SPACING JrJ' DRYWALL 2XB,o® I'X4. OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%* I ND 2X SECURE TO TAPCONS(MN. SHANK SIZE STRTURAL MEMBER rr2)712.ci J45 WITHIN 8'OF EACH MIN. HEAD SIZE 300 D 6' TO S' O.C. MAX MIN EMBEDMENT I YW) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW ID'Or- MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A") DOOR JAMB TO BLOCK +3" F 2X4= SECURE TO BLOCK WNW TAPCONS(MIK &HANK SIZE 145 MIN HEAD SIZE 300 MIK EMBEDMENT I Y♦') NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 WY O.C. MAX SPACING. SECURED THROUGH 2X6,m2 NON-STRUCTURAL )1(e' SECURE TO BLOCK WA-114' TAPCON MIN. 1-Y4- TAPCONS(MN. SHANK SIZE EMBEDMENT INTO BLOCr, J45 MIN. HEAD SIZE 3" , CMLI MIN EMBEDMENT I YW) ' DRYWALL WITHIN 6' OF EACH END 4 WY O.C. MAX SPACING. OR 1'X2' P.T. NAILER 2X84m a�.X4' SECURE TO BLOCK WA-114' )6' Obb X 4' MIN. TAPCONS (MIN. SHANK SIZE J48 DOOR CARING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O,G. MAX SPACING. MANUFACTURES DETAILS. ,a,r oe, 44,®o m,aY� sw nwxor ono r, DOOR JAMB TO BLOCK +3-7/18" WINDOW B + -7 8" C' SCALE: N.T.S. 2X4m SECURE TO BLOCK WNi TAPCON6 (MLR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 V) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST DE ON OUTSIDE 4 > UGH SECm UYI O MAX SPACING. SECURED THRO SECURE TO BLOCK -V4' NON-STRUCTURAL VA' TAPCON MIN. I is' (MIN. SHANK SIZE .145 BLOCK. EMBEDMENT INTO BLOC (M MIN HEAD SIZE 300 MIN EMBEDMENT I YW) 6' cm WITHIN 8' OF EACH END 4 Yj' DRYWALL WY OG. MAX SPACING I•X4' OR I'X2' P.T. NAILER 2X84mo SECURE TO BLOCK Ukl 1/4' • P.T. X 4' MIN TAPCONS CASNG (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT IYW) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 TTAC 4 TO 2X PER WS• O.C. MAX SPACIIJCa MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +3 3/4" @ XIN W 7'O BLACK +3 3/4' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdeoWngroup.com L AA A: 0003325 h W �a 6 �E q V ® V ISLV mlv 4k LAT4 SILVERADO LOT #59 BLK #06 racawTp 041 8.00 -5906 LM DDM- 4EAB "1672- ARIA" GAVAGm svD,TGs RIGHT PAG■e DETAILS 50 MPH EXP. 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 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 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 FL 14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 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 FL107S8.2 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 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W. FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA 0: 0003325 C g $ r qsrs�� 7d aLT>lDxv. & W2% SILVERAD0 LOT #59 BLK #06 rnoj cTp 041 -59061 4EAB "1672-ARIA" owisJws swam RIGHT PAGIM PRODUCT APPROVAL LISTING 50 MPH EXP. ROLMD A r 03/11/19: 1/4'=1'-O"T D3 Ol POLD NIMIO • n. A O,r,,.o,•„,�. n.A z canst • n. e i CRIAM•Fr. C Q KIC KO UT DETAIL ® 11'OLD IUAIO • n. A z cwiw • n. s i CAZAN • n. C A PEED n. C CNe n. e," n. a loulm" eo„a, tiA,„R • �� 0 Para+ ~�� —.— TOM OAL. ►a.o.22 anew. ,n WOOD SHEATHING OR CMU WRB LAYER 'I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER '"2 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / A5TM C-84l-Oe, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 I MEN 0 su=xv. aL02% SILVERADO LOT #59 BLK #06 PAOJ>OCT 04128.00- 59061 1[OD=& 4EAB "1672—ARIA" OARAGZ s1nim RIGHT PAOIM WALL ASSEMBLY DETAILS 50 MPH EXP. r-PaWTDA 03/11/19 SCALD 1/4"=V-0" s*uc" 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 — — — — — NOTE METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES FB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QWCK FLASH' PIPE THROWN — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MAN1F. SPEC BUILDING PAPER UNDER 'QUICK FL/ A VENT PENETRATION SCALE, N.TA. ELEC. METE? VERIFY LO MRGM IV RI�C4GIVG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHINCs APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION CUT SUCH TWA NO rIEMBRAMAME ENTERS Box STUCCO SCRATCH COAT TO FA APPLAPPLY EDGE E EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM CGREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAC OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHNG WRB LAYER M, STUCCO WRAP AM LAYER 4, FORTIFIBER BIUILDNG PAPER METAL LATH FASTEN TO WOOD 6TItl1GTUIRAL MSPDIR • T' O.C. MAX V TOt ti-Q-14 UElle lGal i' WIDE STRIP SELF ADHESNE R.ASHNO. CLEAN MASONRY DEFOIIE APPLYNS V PNISH a MABONFY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER 01, STUCCO WRAP CUT 'A, INTO SELF -ADHERING MEMBRANE FLASHING LIM APPLY S F- PP EL ADHERING MEMBRANE FLASHNG OVER BOX AND OVER APPROVED WRB LAYER fl STEP "1 STEP 02 WRB LAYER 'I STUCCO WRAP APPLY 60 MIN SELF -ADHERING 9 GRADE'D'FELT MEMBRANEFLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER STEP 1*3 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) �o ava. METAL LATH STEP "S STEP "6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdoeWigroup.com AA #: 0003325 a: e e � a 0 o F ADO 59 06 -59061 B ARIA"WDFG: RIGHT PAdm WALL ASSEMBLY DETAILS 50 MPH EXP. PAX APO A. ABOUCHACPA L AR NO 9972$ I s'+ 03/11/19 away NCAXM 1/4"=1'—O" s I= WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - k 2 1/2, k COINER BEAD (FASTENER 4 SPACING • 7' O.C.) CMU Sib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-7746078 FAX:407.774.4078 www.abdmigngroup.com AA 8: 0003325 04 k Q h E _$ Nk sysaiv � zfl� SILVERADO LOT #59 BLK #06 P1iOJ�CT 04128.001 59061 MOnM- 4EAB "1672- ARIA" GARAOS BWWG-. RIGHT PADS: WALL ASSEMBLY DETAILS 50 MPH EXP. Rj ARCFITECTI STATE OFSTATE OF FLU ROLNo A MOMMCRA rDRA"TJDT03/11/19D 1/4'=l'-0'T A3 WOOD CONSTRUCTION V- ■BTOND ula= ew"74m YEATNB RBMSTIV! 6ARRRR WRAIMIt IINESISTWE i , \ \ WARIER / \ XX 1 rs' SIDING ING AE) ER 6. ASHM K.ASWNGADwLRM1O s ` t WEER RESISTWO / \ \� \\ GJMA WEATWEM PMST" STAWM STRIP EAPOW\llk� \ .. -AOFERING \ R� GALV'D FETAL GALV'D FETAL 'Z' M.ABWNG PLLAGWIN6 �'Z' �r YIaOD TIIM FEER / RR7 FlFIBR WaOD 6; OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH. LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS, PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER ...... — 5UILDINCs PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 a: 2 Q g eumm , LOT. SILVERADO LOT #59 BLK #06 PnOJMT 04128.00 -59061 MODM, 4EAB "1672-ARIA" GAIt"Z BMWOt RIGHT PAO= WALL ASSEMBLY DETAILS 50 MPH EXP. STATE OF FLORDA ry1 A ABOUCHACPA NO 0723 D IM 03/11/19 eCAIM 1/4"=1�-0" 8 mm" WA4 / \ . • ' 1/8' TEXTURED FINIBN • WOOD. D ...:: ..... :.. . .. , . ::.:.... .: .• . . . G__`—._.-_...---------_. ---- ---- FBd18Na cm x 1,7 W/I'x4' NOTCH 0 END, WRAPPED IN METAL LATH x x x x x e: �------- --------- / / PEEL STICK METAL FASCIA WRAP WOOD BNEAT'NhJG OR cru x x x x x x x x x x x x 1 DRIP EDGE D WRB LAYER 9, 9TUC40 WRAPIFRAME ONLY) x x x x x x x x x x x x ' I, I WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x --""'--"—�' --'---- I i/8' ! I \ l/8' TEXTURED FINISH s WOOD 1 \\ --'- 2X6 0U5 SAND `n FRAME ONLY)PAPER RooFlr� CEMENT x x x x x x x x x x x x x = ' x x x x x x x x x x x ' . FRAME OR CMU FELT PAPER I 1 1/8 1/2' TEXTURED \ \ .. x x x x x x x x x x FINISH o CMU / \ DRIP EDGE x x x x x x x x x x DRIP EDGE \ / \ x x x x x x x x \� METAL FASCIA \\ WRAP V FROM O FLANONLY METAL KICK our x x x x x (REFERENCEFOR WALL , STUCCO, I' FROM WOOD WALL \ x T COMPONENTS) 5E OF GOMPONE S \`\ EXTERIOR WALL \ ��� • ' !// (FRAME OR CMU) \I \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY ROOF DECK (BEYOND) 00 DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) '1/8' TEXTURED FINISH � /WOOD, 1/2' TEXTURED FINISH o CMU / 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®ELEVATION ®CLAN A 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'-0' SCABBED TO TRUSS W/12d NAILS V-8' O.C. MAX. 2x SUB -BAND W/V4'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 1 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL 3• �U *ROOF CEMENT ROOF EDGE OMITTED SUB BAND DETAIL @ WALL CLARITY FOR W/KICK-OUT 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407-7744078 www.abdosWWoup.com AA 8: 0003325 Q 0 d avaa><v ar LOTt 91LVERADO LOT #59 BLK #06 PROJWTp 041 .002- 9 6 MODE & 4EAB "1672- ARIA" GARAOM E>: WUM RIGHT PAO& WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. 50 DAM 03/11/19 memm 1/4"=1'-0" s710IIST WA6 EXTEND SLAB 1 ,/2' i Yr24 ___'FM-12X72; FM-12X18 3 4"CONC. 1 1. �,ILLI� b. 312 00'1 l 10 5 I FM-12X18 I I •I I• T� I� a /"PVC CHASE_ a0 I FOR ELEC. ISLAND 1.1 � I n LL I I I n Y I XTENO 4"PVC CHASE SLAB 112' *5 12 I 4" CONC. t SAS Z.� lI 15 aV I 3$ TQ TOP OF SLAB XTEND p FM-12X18 SLAB 1 1/T N 2 1 I (---- )4" CONC. SLAB (L I 6" 3. 2 N ---j �I I 2 i 1.1 4 7 12 1.1— MC-12X18 FMC-12X18 — — FM--12X78— — — ——FM-12 FMF12X12 FOUNDATION PLAN SCALE: 1/4" = V-V FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-9-0", SEE SURVEY PLOT FOR NOVO. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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 NTH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. MNDICATED #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 80" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 3(", 48 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'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 NTH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WVW SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx6 W1.4xW1.4 OVER GENERAL 3 1,7 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE RNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MOTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 12, CONTINUOUS 1B" - (2)#5'8 NTE-I 12' CONTINUOUS 18' - O#6s VARIES 24" 24" 1T (2) #5's (2) Ws - 0•.4" IT CONTINUOUS IT (2)#5k 8" SEE PLAN 8" - (1)#5's 1441 N. RONALDREAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 w .abdeWgngroup.eom AA #: 0003325 q Q : 0 o8a8e StnoDiv. A# Wo SILVERADO LOT #59 BLK #06 P 41 JMT*- 061 HOD3Lt 4EAB "1672- ARIA" GAIRA01111 aTIMC: RIGHT IAGM: FOUNDATION PLAN 50 MPH EXP. L AR NO 03723 I Dw 03/11/19 QCALIM 1/4"=1"-0", d11111wP si 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED `t d STEEL REINFORCING IN GROUTED SEE PLAN FOR SIZE AND [—�• I ° . • • .-. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ILCELL SPACING REQUIREMENTS ,•�° °_ :. •t.= GARAGE DOOR m LU V1 _. I" . T� .". 1 ' ..I ° 3_Fhr- ' RECESS J e vl Q • B' y z 8" CMU WALL O 8" CMU WALL • . CORNER BARS, SAME SIZE AS BAR I w w O i0 — 5 Z • IN FOUNDATION WITH Nr LEG EACH I' IL = c •_ J (�' I WAY AT ALL CHANGES IN DIRECTIONS N N "• " • TOP OF SLAB TOP OF SLAB I ... j SO THAT THE STEEL REINF. 18 CONTINUOUS ,_ ,.I. +—,I•I MATCH AMOUNT OF CONTINUOUS BARS . CURB FOR . EXT. PORCH SLAB .. • ���• SEE SLAB SCHEDULE BAR SIZE 18 BAR DIA 4" CHAMFER (1STORY) M3 18" ' EXT. PORCH SLAB ..I / li SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER I� '"°, CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ZOO. MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE ! 8" CHAMFER (2STORY) aP4 24" W/ la'ISOLATION (14S70RY) • 8" CHAMFER (2-STORY) APPLICABLE) a SEE SCHEDULE A`5 3a' JOINT (MERE EE SCHEDULE A WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE 38 APPLICABLE) Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO #T a2^ EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'•a BARS DETAIL DOOR OPENING SCALE:34"=1'-a' GARAGE (DCO2RNEER 4 SCALE: 3/1"=r-a' SCALE: 3/4„=r-01' W j 2" CAPPED S N NEW REINF. BAR GALVANIZED PIPE W/FLANGE 0)BASE O a. SECURED W/ 2- PART d g I EPDXY. MIN. EMBED Q 8", UNO FOLLOW ALL MANF. M m SPECIFICATIONS FOR m USE AND I SECURE FLANGE TO SLAS WIT 1/4" X 2 1 /a" F=- PREPARATION OF (9 4 HOLE. w a: �.LTAPCONS J O Q M •�0 Q 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE: 3/4"=1'-a' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z oC U p N 8" CMU WALL I•' TOP OF SLAB SEE SLAB SCHEDULE Z Z — "ISOLATED" COLUMN PAD ro CENTERED UNDER WALL AND POURED MONOLITHICALLY WATH �• _ FOUNDATION AND SLAB SEE SCHEDULE / FOR WXD, BAR SIZE I Y AND BAR QUANTITY /I. T COMBINED EXTERIOR MONO - FOOTING FOOTING COL. PAD 10 SCALE 3/4"=1'-11' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 a a � el I svzwiv. ae LOT, SILVERADO LOT #59 BLK #06 FS04 IT* 4 0 — 061 acoasxs 4EAB "1672— ARIA" OAMAGM swam: RIGHT AAOM DETAILS 50 MPH EXP. DATM 03/11/19 SCAM 1/4"=1'-0" Milz= S1.1A 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesoVoup.com L AA B: 0003325 C q L4 YC 6 U r to let I gV svaaiv. & Loae SILVERADO LOT #59 BLK #06 PUOJWT* 0 8 0 -590 1 MOOR s 4EAB "1672- ARIA" 0AP.Aaa 6VFDM: RIGHT PAQW. DOWEL PLAN 50 MPH EXP. DOWEL PLAN SCALE: 7/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1SON. GROUTED BOND BFAM VARIES PER ELEV. Z ° #5 BARS ■ m B" J C3 0 CLEAN OUT REQUIRED FOR INSPECTION m O 1,-0 0'-0' FIN. FUR. ..4 ', '•' TIE ERTICAL REBAR °.� • 'e 0 TO HORIZONTAL ■ .. °,:REBAR W/ 10' HOOK �4— BAR SIZE 48 BAR DIA ff: �F Z, #3 18" `> #4 24„ "� CMU UNIT DIMENSIONS op ARE NOMINAL SIZES ZI UUU+ #5 30' O�%k 42' MASONRY SYMBOLS HORIZONTAWERTICAL .'' 3 SCALE: 3/4"=14" REINFORCING SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774.4078 www.ebAesWVmup.com L AA#: 000332E C h Q ZZ O S aysa:v ae r./o SILVERADO LOT #59 BLK #06 1pnon QT� Ts 41 .0 2-5906 MOD=- 4EAB "1672- ARIA" GARAGM award: RIGHT AAGM DETAILS 50 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 1 1/2" HOG NAILS. SMALL JACKS - 9' MAY BE NAILED W (10)d x 1 10 HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ I Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 POS36, A 77" " 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 WILLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM a-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEBT IFTION REMARK 1O (2)2" BEAM SCHEDULE INDICATES OPENING BELOW / TO, - TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL T.O.A =TOP OF ARCH IT.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING 8131 MASONRY 3000 8x8 1)25 N/A GROUTED30L6 "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �4-0-- 4 SAPUP LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH m "'a wan roo sum 0460 mem r" own wwa *we "" pwo SM48 rm TYPE LENGTH 8U0 W0 RCMU TYPE LENGTH OIa1T wtl.A iMS4T amber &PN4T awer aP201T emu ew44T aw/er IRaiT wafer OMIT l wu rr On PPECABT 2281 M Ate a" a" m m lowm rr N2') PRECAST 1926 1094 tWe @d (42'1 PREGIBT m m 4m m m m m 4m an 7w m m4 nm m m wL 41196 m m 7m 4d MPR181A0i t900 m sm m m m iw m 4ti0' PR1�CA0'T M1609 4W (40') PRF,G6T m Lai m m 4"0 = m m 4m 6118 Fla m Im llm m m m m 4M m OM 4,r (649 PFEC1187 1®9 m 2110 m m 4Y6 we m 41P (�") PRFA:AB'T W2 On 1070 4'r *4 PR9OAST fm m 7wr m 4m m1 we 21w 4rn $119 Mal IM tm 11w IL7 m 2w em 40a m1 wn @+r 0M9 PREQA67 1217 nomal lw m m m 410 @r (M') PRBCAV 411 411 746 F-C (04') PRBG187 lm 1n m m m m 4m 1w m m Tea t tw I7u m m m m m @-07 (10� PR�ABT 10� two lira Im m m m ef16 @-ta' (70'j PRECAST 8/0 3� 878 @-0a' (70� PRECAST m I m m m NL t4m m 4w � m w Iw m m 3W m 4tL No (m9 PRWABT ON iw LA m m Im 4w m 0,d. (7@) PRBCJIBF Wr 721 490 @r M. m an at77 m m m 1Lej„ m Iw Im m m m An rr (90') PRFf.As7 740 tat 1171111 m m MEN rr On PRBd08T 424 534 206 rr PaECAEr tat fm m m m efv Wit 7a Im tw m Imes zm tmt W-r JIM PRBOW 664 m 1f" Im m m m a-C (1+ PRECAST 820 612 260 rr t P w 706 / m m tm m m m m w m Im fw Im m 2ew tar (120'J PRt:CA81' 470 w w La m m m tad' (120) PIWCABT 204 401 1W tad (12D� PRECA6T w m w f m1 w flee m m m+ 4M w m Im w,t 1m m m 114' (t9e") PRt1G6T hex w w M1 Iw 2m im m 1/J' p20") PRECAOT 2W 462 164 11'.4' (100� PREC/L9'T a4 w 1w 17a m w Iw Iw m LA 41ee w w Im WAN m trr (iM� PRECAST 667 w m tw Im m m m 1rd (tM PRtICAn 244 402 187 ird (1447 PfIBC/18T 470 40 7L w 1 f01 w m tw Iw m m m as m w m 1@r 116D� PR6CA6T 206 m 701 1m 140 Me m m 1e r (IOn PRIBMW 217 324 110 104- (1Wj PREG18i 40 w OFF m w 1 1m m m tw Im m m m m 40 70 Im Iw u'd (tad P,iECAST 279 4M M m INN' Im 2W m /fr (IW) IFFinaw 206 203 t110 u'd dOn PREG9T m m m IN m Im 4w 7L Iw Im Im 2m m 46 40 7a m 1 +w trr (tTB� PREdIRE88ED NA M M M M M /4'r (179') PRT2' m m NA 294F12 /4'r (170') PR�pm m m w m m m WE m m I m I Ita Im m m f"6 tm m >m "12 t@r (iO4� PREiTREBOED NR M M M M I" (1607 FR®IP[tlW NR 260 I@4' (100') P m m Li w 4M w m m m w 4" Ile tm Im m m me 7rr p00� PRES171EBm NR M M M M M nl +rr MnPREA7Rdm N.R. 194 Ine p " PAE{imm 11/ m m w m m LI m w 71a nm m ee I'm w m w Im m m La Tad' Mn PRENREBM NA M M M M M M tad' Mn PRO Kmow NR. 140 tar (t12') PseIi 00Nm m m M. 4a as ea 7a 4L m 1m /m 1m 1710 w toe m w 4>• m m m w w w m m21'r mn PREStllam NA M M M M M nV P00') PRR1R®m NR. 125 2T4' PM FW11TIMIND w m m m m 1L m w m 1114 tw Iw 2rr p94') PWREM NA M M M M M M M 2rr GIM PAS Nit tie 40 W-V 084') PIWATREM W w 1" m m w us w 4w w w w m w 1r w m w Iw qe6 tm M'd peey PR281RE8BED NR M M M M ML M M 2Pr peen PRB61RWm NR 91 80 94'r peer PWb1R W w /n m ter rn w w 4% IN, m W w m m w m w w m tm (0) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (tt) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVMMTAKM FROM %M LCADTAMW' BY CASTCREM MItY 2n6 EDITION-PPIWAST PRODUM EY OTHM TO MMTOR ffm=n VALUED STATEDABOVB -ALL PRECAST PRODUCT! ARE TO BE 0111TALIED PER MANWACTURES SPECIFICA710N8 -PROVM MINIMIIMW OF IFAR61G PART EACH 010E OF WINDOW OP13" PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE* 1"126.03 �'� _____ BF18-1TroMroB--------- —Sne-1T-- ---------------1 TI-----__--m 1 1 ♦♦♦ 2 i 1 1� ♦ � I 1 Im ♦♦ N � 1 1u7 ♦_ I 1 1 ♦ ♦ I ♦ 1 1 1 ♦♦ I 1 1 ♦♦ i 1 1 1 ♦♦Y I 1 I 1 1 1 I 1 I 1 1 1 I 1 I 1 I 1 I 1 � 1 1 1 1 I 1 1 1 NO, PROVIDE B81 WHERE ROOF TRUSSES BEAR, TOP I i OF WALL EL. 8'-W, UNO. 1 1 1 1 I 1 I 1 I 1 1 1 1 1 ♦♦♦ op i ♦ ♦♦♦ L - - - - - J 1 1 ' ♦♦♦ I I I 1 I o 1 1 I0 ♦ 4* � 1 1 I 1 I TroMi08 1 1 1 1 1 BF18-1T/OMroB 8F8- I 8F28-1T/OM/OB ; 0 1TroMroB --I r.--w--Lw----------------- .1 L---------J LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosoWoup.com L AA M: 0003326 , h �QB 'q � Z O 1Wu°a aWll n 11p USIDIV. &L/OT SILVERADO LOT #59 BLK #06 no mQTp 4 00 —5906 HODmLe 4EAB 1672- ARIA" GARAGm ®VIMM RIGHT PA,Sm1 LIFT BEAM PLAN AND NOTES 50 MPH EXP. n #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VOW HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-a' NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8Nr 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#6 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL 8" V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \ PLACE STEEL HEIGHT. ( REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1Y6 �\. TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYP. 8"x18' 7p pP 6. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� / 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 i#6 TOP OF THE LINTEL 8„ A" \\i• O S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. - / S 8x18 DBL BONTOP OF G BOND BEAM EACH LOUR • 8.8 BOND BEAM �OQ\ W/(1)#6 BAR ".4: BONO BEAM F =FILLED WV/GROUT _ .��0 U UNFILLED GROUT SOLID FROM TOP .pl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEEN OTE 5 `�'A �`\N• a 16-1T/1 �/c B LINTEL W/C(1)#58ARNOMIRETE HEIGHT—� LENGTHOF BAR=WIDTH OF MASONRY #OF +FBEAMP OPENING-2" BEAM DESIGNATION BONG BEAM COURSE OR IT IS THIS ENGINEER'S INTENT 0OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-a' THAT XFXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS ME OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2J/18 TAPCON . 3 iM' PRE-CAST.a OR DRIVE PIN (MIN SHANK WINDOW SIZEA45 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 11/4")8' V, SLOPE FROM EACH ENDAND 18" O.C. MAX. MIN 1-1/4" m EMBEDMENT 2x8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING /2. 1/4') W FROM EACH END AND SECURE TO SHEATHING W/ 181• O.C. MAX. MIN 1-1X' MIN, 2-12d PER BLK EA END EMBEDMENT 7/MU16" 088 SHEATHING TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION 4 BCALE:11/2'=1'-a' S ARCHWAY FRAMING DETAIL 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdoeigngroup.com L AA 8: 0003325 J 8 � O g8a8�� sLTSDIV. & 7101 SILVERADO LOT #59 BLK #06 P1toJmQT# 4 8. 2-5 0 1 mozom 4EAB "1672-ARIA" oARAom swINIM RIGHT PAom: DETAILS 50 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAIS W/ (9) 1 Od x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W9 (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 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF UNTELS 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FORALLTRUSSTO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, FRAMING PLAN SCALE: 11C - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesW%mup.com L AA M: 0003325 dfiS E aysaiv ee L,oa� SILVERADO LOT #59 BLK #06 PRoam" 04 8 0 2-5906 a�oaars 4EAB "1672- ARIA" GARAGN ewixo: RIGHT PRi� A: FRAMING PLAN 50 MPH EXP. AROH ECT L AR No 03723 J "PMCWTDA03/11/19 ISICALZI 1/4.7-0" s1com s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING FASTENER SCHEDULE" TRUSS AND (4)1/4" x 21/4" TAPCONS TO CONT A-(1)USP HTA16 TRUSS ANCHOR WITH (9) POURED LINTEL 10d x 1 12" TO TRUSS. FL#17680 B-(2) USP HTA1B TRUSS ANCHOR WITH (9) # 1900 UPLIFT (2) USP 10d x i 12" TO TRUSS EA STRAP. FL#17880 HTWM20 INSTALLED ON PRE-ENG TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OPPOSITE FACES OF OVER TRUSS (NOT SHOWN) BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 14' lx2, 2x WOOD FASCIA TAPCONS TO COM CONTINUOUS BOND BEAM SEE ARCHITECTURAL POURED LINTEL 2x SECURED WI (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1.2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL It MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1B70 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE �GjRUSS/ 1a SCALE: MISPLACED EMBEDDED TRUSS ANCHOR ONNECTOR(S) q SCALE: 314"=V-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESEMAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) %P BRACE SEAMS) 30'-l" TO 60'-0 (3) "X' BRACE SECURE 2xB PT. PLATE - (1) "X" BRACE 0 CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12tl's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG)-CONT. 2x4 SECURED WI (2) 10d% 0 EACH TRUSS TO BE INSTALLEDa 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=l'-0' THE USE OF ALTERNATE MATERIALS MAY BE --'NOTCH DEPTH I/4•D HOLE EDGE USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING 2/5•D SC1. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 OLE EDGE>519' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE oll SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5•D DSL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS 8 AND BORING LIMITS SCALE: 3/4"=1'-0' d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774-4078 www.abdes4Mgroup.com AA #: 0003325 , sUMIV a LOT: SILVERADO LOT #59 BLK #06 PROJWT* 41 0 2- 6 MODEMA 4EAB "1672-ARIA" RIGHT PAGIM DETAILS 50 MPH EXP, ARCFiTECT- 8TAM OF FLORDA ROLAW A ABOU"CRA AR NO 93723 , DA 03/11/19 DCALR: 1/4-=1'-0" a *WNW S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ®24" O.C. NOT SHOWN FOR CLARITY) MAX 0 FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO ELK ^; W/ TRUSS PLAN W/ 10 OIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH'i, STRENGTH EPDXY B' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's S' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10cPs C EACH TRUSS TO BE INSTALLED 0 19-0" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL 8 SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.ebdeslgngm up.com. AA N: 0003325 2 SILVERADO LOT #59 BLK #06 PROJW # 04 28. 02-59061 bwDzu 4EAB "1672-ARIA" GARAOR SWING s RIGHT PAGM DETAILS 50 MPH EXP. Afg*ffTE - BTAlM OF A&ABOUC 03/11/19 WCAM 1/4"=1'-0" s113= S3.1B ill l (2) 2X4 No.2 SYP DIAG. 218 OUTLOOKER 0 24" O.C. �1 BRACE W/ (3)12d ® EA SECURED W/ USP RT16A VTT SPACING (1) AT EACH END 1 TRUSS (DIAG. BRACE TO VTT AND S'-O" O.C. MAX COVER 5 TRUSSES) 2x SUB -BAND 0'-0" 70 30'-0" (1) "X" BRACE 30'-1" TO 80'-0 (3) "X" BRACE (1) "X" BRACE ® CENTER PRE-ENG GABLE TRUSS 11 I (2)"X" BRACE DIVIDED EQUALLY STIFFBACKATALL \ h'ti FROM CENTER TO END. UPRIGHTS OVER 4'-1P HIGH 111 1111 III (AS PER TRUSS \ PLYWOOD SHEATHING, SEE ° "ROOF/WALLIFLOOR SHEATHING �I°� 0I FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR L- DETAIL FOR STRAPPING INFO 1x2, 2x WOOD FASCIA CONNECTION PER Lic SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3) 18d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES ® 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS, GALV. COMMON NAILS FOR REVIEW CONT. 2.4 RAT RUN 17 O/C AND APPROVAL SECURED W/ (2)12d's C MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED 1 W/ HIP RETURN B�ALE:�""-"°' VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 wwwAbdeslgng:oup.eom L AA M: 0003325 q U Z O gsos�� gumly ae wln SILVERADO LOT #59 BLK #06 PROJwTp 04 02-590 1 ImDE U 4EAB "1672—ARIA" GARAGE OWDM: RIGHT PAGZ: DETAILS 50 MPH EXP. GABLE -END ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE -10 ZONE 1 •8.97 PSF (19.97) ZONE 2 - 17.98 PSF (27.98) ZONE 3 -33.53 PSF (43.53) "A"• 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 ROOF DIAPHRAGM FOR AS SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WTH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHAWGUN NAILS AT 6" O.C, AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS (9 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA SHANK TENSILE STR. SHANK 8d RING SHANK 2117' 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 212" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" CDX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES s 9r-,\ J W . Y Z U J C) O z a y IS Jz C7 n C W \.J z N U A. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TR^SS Emmm��� 1� -___-' '1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAmm 8d RING SHANK GUN NAILS 8" O.C. IN FIELD'\ 8d RING SHANK GUN NAILS (912' O.C. IN FIELD or Bd x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O. WLJ FIELD J\ TYP. 3/4" T&G SUS -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOVrN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ONTHE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE 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 TIEZOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REOUREMENTS AND SLAB-CN�GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE S1ZE SHALL BE Mr. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAmm 8d RING SHANK GUN NAILS 8" O.C. IN FIELD'\ 8d RING SHANK GUN NAILS (912' O.C. IN FIELD or Bd x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O. WLJ FIELD J\ TYP. 3/4" T&G SUS -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOVrN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ONTHE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE 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 TIEZOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REOUREMENTS AND SLAB-CN�GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE S1ZE SHALL BE Mr. PROVIDE 8%AIR ENTRAINED CONCRETE EIPOSEOTO EARTH OR WEATHER WOOD: NORBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EPOS® EDGES OF CONCRETE ARE TO BE CHAMFER® 31r.. ALL WOOD FOR BEAMS, 8EARI NG WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb= 1100 PSI AND A MODULUS OF PROVIDE B-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 3UBSONGRDUDWERE INDICATED ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 POP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND 8RACING FOR ALL CONCRETE BEAMS, SLABS, COLL#MNS, 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 WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE 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 WTHOUT WOODEN TOP PLATES. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHWIRS SPACED 3'A- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED. AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM 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 -UPPED GALVANIZED, ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESION 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 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION:, AND 'TPINJTCA BCSI V SU&IECT TO ENGINEERS REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' 20 psf TOP CHORD+Lon-con—t WOOD TRUSSES. 10 psf BTM CHORD-non-conwrront DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf WASPHALT SHINGLES) (10 Psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: I Opsf BALCONY LIVE LOAD SO psf STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED =180 WH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SWOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SWOP 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 DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING CG EXCAVATIONS AND SLAB SUERADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH 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 RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WBTTEN CERTRCATfON THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABCNGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRWGGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S./- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, WIND, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME AMA WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MNITES 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 REPRESENTATVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RBWRSHALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANWTLYE)WOSEDTO EARTH (FOU DATIONSY. & FOR CONCRETE EXPOSED TO EARTH ANDADRWEATHEt 1402' FOR 05 ANDSWLER 2'FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1412'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 05 BAR - 30' #7 BAR - 42" PROVIDE 36'x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTHANSI A58.1-/982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF S, 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 OUT 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 PUNS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAW NGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" NCI 530/ ASCE 5TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROLF MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED LNDER 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 WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Py = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-M, GRADES, Fy = 46 ksL STRUCTURAL PIPE SHALL SE ASTM-83, GRADE B, TYPE E OR S, Fy = 35 IMS. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUGIION SITE 1. .—No REMA— APPUGTON SITE T" SPACING REMARxB 1—TfURRINOTO CASE HAFDBJ®WL S"CVO OMAGE ODOR 9A. S DETNL SEE DETNL SEE DETNL SEE DETNL MPSOIJRY/GONG NNLI1?LOFT;. MA.--. SOD, AL, EXT DOORS CAGE HARDBJ®COAL B•OC --EN' GARADEDOCRAxx SEEDETNL SEE DETNL SEE DETNL SEE DEi 1a PT. SEENOTE8 NNLII LONG, STAOGEREO INTO MAR NRY/ODFL To MARNRYIWFG WINDOWS.- CNSEHARDENEDCOIL B•OIC WNDOWNDORIFASTENED METAL 11-1 CONTACT THIS ENGINEER FOR SPACING Ix PT —NOTES NNLI-LONG. STAwERED INTO MARMrIODNC MA0011RYICONC REQUIREMENTS EXt. SWING DOOR (2)3MS•M 'TAPCOM 11n"EMBEfAB'END NON6EARNG HOOD 1T ExPANSw 1"EMBED. 4"END SUCK U PT. SEENDTEB NO WASHER FASTNER 18"C� .'ET.. 1Y2"EDSm, WA-LN C. SLAB W/WA91ER Sq.T 2—DIST., 3°EDGEDIST 2a Pf —W ELIIX 0130°PAF r 21S' B•dG 1-END..1.1 1? PT I. STEEL COL., bEE W,I W,� STAOGH2ED EDGE DI AT. NOTES I.STAP 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 MANUFACTURERS SPECS AND / OR RDA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIEDHEREIN & FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME, 1. MEMBERS ARE NAILED AND Zx MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abd"kgngroup.wm AA8:0003325 a D O T os�s� sVSDIV. as LOT•. SILVERADO LOT #59 BLK #06 4 .002-59 61 )1LOD�Lt 4EAB "1672- ARIA" OARAGZ DW515 RIGHT PAOI M DETAILS 50 MPH EXP. 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