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Home My WebLink About6976 Silverado Ranch99 1828-4EBB-CAL199 I i I i I e00*ff H 0 M E S 12602 TELECOM MRIVE, TAMPA, FL 33637 T4&1-- (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH QREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES CITy • 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., GROUP R3 •coxsrxucrtoN TYPE - VB •111N. INTERIOR FINISH — CLASS B -BASIC WIND SPEED - VDIL=150 MPH • EXPOSURE — Head=118 MPH :I —STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE A/C AIRCONDITIONPIG AD' . ADJUSTABLE AL T. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CO CLEAR CON CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DD.G.`G. DOUBLE DUAL GLAZED DIA. DIAMBTER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR. FRENCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDIi. HEADER HOT. OR HT HEIGHT INSUL,INSULATION INT. INTERIOR LAV. LAVATORY LAM. LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ONCENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PH. PLATS PLYWD. PLYWOOD PR. PAIR P.T. PRESS URETREATED R RISER RAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SIT. SHEET SHTHG. SHEATHING SHWR. SHOWER Sim. SIMILAR SLSLIDING SE GL. SLIDING GLASS STD. STANDARD SWS SHEARWALL SECTION TEMP. TEMPERED GLASS TOC. TOP THICK T.O.P. TOP OF PLATE T.O.S. TOPOF SLAB TYP. TYPICAL U.N.O UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD W/q WINDOW wnI WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A21) ELEVATIONS PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG M1—MECHANICAL PLAN PG Dl—DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVALS PG WAi —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 � SQ.FT. CAWS UVW3 1828 SG. FT, GARAGE 430 SQ FT 16 W. FT. LANAI 8B sa. �' TOTAL 2362 Sa FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S PG S3—FRAMING —FRA MLNG NG PLAN PG S3.1A—DETAIL19 PG S3.IB—DETAILS PG S3.IC—DETAILS PG SNl—DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING SET) RE _AUNCLEAR AND IN NEED OF FURTHER DETAILING OR 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN DRAWN FORMS IN A TIMELY MANNER. ASDES( N GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 wwwsbdeslgngmup.com L AA#:0003326 �9111111 amm, BUHDIV. a LOIN SILVERADO LOT 9 BLK 7 PXtojECT 04128.00 -09071 MODEL 4EBB "1828-CALI" GARAGE 8WD17G: RIGHT PAGE: COVER SHEET 0 MPH EXP. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED 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. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE NTH ASTM D1557, THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SWILL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN V' INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D, TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-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 SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL.UMBINO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERM 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 F1NOM 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-1063.1IA & 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 -11A AND R703.7. FIRE RESISTANr CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S 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) l"i N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-77"078 FAX:407-7744078 www.abdesigngroup.com AA X: 000332E ammo W.0 BtmDrv. as LoTil SILVERADO LOT 9 BLK 7 PItAJTECT* 04128.002-09071 MOD= 4EBB "1828-CALI" OARAOE BVWG: RIGHT PAGE: GENERAL NOTES %150 MPH EXP. pp.INT DATr. 01/17/19 SCALE: 1/4"=1'-0' BHIC= GN I . - oVa aIYYYYIIa � - - - oIIYYYYfiY1n:1YY1YYYYYYIo� o',YYYYIIo I /1 o ME m - i - - alY Y Ila ' = Y al o YY 1 - - - 11 - - - - r o - �A �� 0 11 IV o 1 ' ' �� i� • • 0.1 O. j- O - o ®_ -_ _ oAS . o -_ o CODE GARAGE o o FOYER BEDROOM • olo,. o a;o - - - no - = EGvREfti �= olYYlfa o',IYYYYYIIo oiUYYYY:o ` ■ o9YYLo; W -*m u IYYYYYYYYYYYI SQ.FT. CALC. S LIVING 1828 Sa FT. GARAGE 430 Sa FT. ENTRY 16 SQ. FT. LANAI 88 Sa FT. TOTAL 2362 SQ. FT. F�IEa� 8E D OFBQfB 10➢NE ZME OWHODMU IBWN SID FWAM MIN, WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SaD. MIN. 41 5 23/-29 CRITERIA 16010 01 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ONW&DAIDOW C BL. TOP PLATE 9 m BAR DETAIL A SCALES IR'•I'•0' ARCH DTL. BASCALE: 1/2 • 1'-0' FLOOR PLAN SCALE, 1/4' • 1'•0' -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 OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIQNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MIN)TE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www,abdesigngroup.com L AA N: 0003325 V 0 0 Pturr DATO 01/17/19 SCALE: 1/4"=1'-O" a*== Al LAP SIDING AS SPECIFIED SHINGLE ROOF (TYR) FYPON BKTIIXIT OR EQUIVALENT D �6 RYPON LV12X24 ��-- OR EQUIVALENT SHAKE SIDING AS SPECIFIED (T lTYP.) 4' FREIZE BAND (TYPJ �- 6' TRIM BOARD (TYPJ pilmom �� ro �III��■IIII 11 I,1 I I 1 1 � ;i�Y112��1f-Z.GTA u FRONT ELEVATION SCALE: 1/4 - 1'-& TEXTURED FINISH OFF RIDGE VENT v v N N OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT ARFAOFATTIC = 2364SQ.FT. NETFREE VENTILA71ON AREA REQUIRED = v300 REQUIRED VENTILATION AREA = 2364 ADD 7.EB VENTILATION AREA $Q INCHES PER Ft (1") 1134.725Q IN. IAN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SO, IN. OFF RIDGE VENTILATION AREA 115SO.IN.PERVENT 56736 /US TOTAL#OF VENTS REQUIRED = 493357 .TOTAL #OF VENTS PROVIDED 5 'AREA OF ATTIC ISTHE PERIMTER OF THE HOUSE, LESS THE OVERHANG E)TEMOROF WALLTO EXTERIOROF WALL, NO OVERHANGS INCLUDED 12 6 ,o8'-S' BRG. 1-IGT. WEIIM2 rlr�n � ■■ ;�a�li�lr_�r� -- u OFF RIDGE VENT 8'-8' BRG. HGT.F-1 �, a N 0 . FIN. GRADE' -- ----------------'------- N ------------_-_-_-_-_---_ G RIGHT ELEVATION SCALE, 1/4 - 1'-0' TEXTURED FINISH REAR ELEVATION SCALE, 1/4 - 1'-0' TEXTURED FINISH -0. D u N N 1 V-4' DECO. DTL. A 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 wwwAbdosigngroup.com AA S: 0003325 M g. 0 a 40) IS E 40 pp i BVHDm de IAT SILVERADO LOT 9 BLK 7 PROJECT# 04128.002-09071 MODEIs 4EBB "1828—CALI" GARAGE BVWO: RIGHT PAGE: ELEVATION "D" %150 MPH EXP. BJ PJXT DATE: 01/17/19 BCALE: 1/4"=1'-0" SHEET -A2 D ELECTRICAL LEGEND SYM DESCRIPTION +a. TANDA40 SWITCH -�' -WAY SWITCH -WAY SWITCH WMER SWITCH HB BUTTON ISCONNECT T TAT ,9 •IGLE RECEPTACLE (128v40-AMP INGLE POLE) =0 IOV DUPLEX RECEPTACLE =0 IOV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUP I ER(TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) EXTERIOR WATERPROOF/am RECEPTACLE (GROUND FAULT NTEFIIUPTER) WV QNADPLEX RECEPTACLE ® IDv DUPLEX RECEPTACLE (FLOOR rowmw RECEPTACLE (4 WIRE CTOR) MOUNTED LIGHT G MOUNTED LIGHT ENT LIGHT D LIGHT SCONCE PRE -WIRE IN FAN WITH LIGHT (1 GPM PER 8Q. FT) gL,Iwlx,,.L D LK+NT FIXTURE D LIGHT RXTURELB LIGHT FIXTURE RACK LIGHTING LIGHT WITH PULL CHAIN R CABINET LIGHT LUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIGHT (RECESSED) • O CESS LIGHT CESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX FAN AL PANEL (FIELDVERIFY) gCe VERUFT HZI -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) ILING MOUNTED FAN B AN cFr•r PER eQ. FTJ F(I JACK O• DETECTOR (CEILING MOUNTED) ® CEIL MQUINTEWc IMES ILIN N JACK E PORT NOTES, TION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 0 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.R(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • OISWWA6HNER DISCONNECT TO DE LOCKOUT M PANEL • BATHROOM EXHAUST FAN TO NAVE MN. CAPACITY OF SO CR7 INTERMITTENT PER TABLE MISMA OF FBCR iTH EDITION (201T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(BX2) • ALL RECEPTACLE TO DE TAMPER -RESISTANT TYPE . AIL 1 AMOM BHLAiL /IC SELECTED BY EUIIL DER Al 1S! OF LK.NTING MI18T BE ENERGY EFFICIENT TYPE PER FML ENERGY CONSERVATION {$P, 8IDENTIAL ENERGY EFFICIENCY) 201T. ifh EDITION R404J CEILING I NA MTD. LIGHTTO ;'FIRE -WIRED LIVING ROOM INSTALLEC) I CLG FAN �. ,7 OWNER'S PROVIDE \ J PRE -WIRED` SUITE J-BOX FOR CLG FAN(; OPT. FAN I PRE -WILD V;� CLG PAN :DINING i I 1 1 I I SWITCH IN OUTLET' CABINET FOR DW _ A lcw�iplo RANGEO GFI . HOOD WIRE W/-/ OUTLET FOR ® FUTURE MICRO BDRM.#S \ € PRE -WIRED \ CLG FAN 1 1 �mi s � PRE -WIRED CLG FAN 1 1 1 1 1 1 I I I I 1 I II II / / I I W.I.C. \ 1 OR it ii I o----y' BDRM. #14/ PRE RE II •iC1- -WILD CLG PAN II� IR AI 5. JT ",. 44. U qE \ -----1 AFF. DOOR \ 1 \ IL I J \ BOLLARD \ AS REG. \\ WALL MOUNTED PER BLDG. LIGHT W/SWITCH IN \\ CODE _ ATTIC GFI CLG. KEYLESS CUTLET FIXTURE FIELDR VERIFY 8- LOC. M-I 0 fSf' l IRRIGATION OUTLET • 48' A.F.F. \-- _ -------------------------- COACH LIGHT ELECTRICAL PLAN SCALE. 1/4' " I'-C' IIIIIIIIIIIIINIM ®oo��mmo �Slow QOO �ao�*�mly oQ�QOO ®101RRt0�I0E© �Q�Qoo■ ®omrar�mm To ®om�mm ©mma.�oo® ®oIII©lUuu��1RRR7� �s0�avo® 0 E® MEN^7 3-2/10 CU, THM - F• CU IN2' CONDUIT OR 3 0N 4- N• CU IN2• COFDUIT. TO TERMINATE ABOVE SOFFIT a OVERaANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE BO AMP DISCONNECT SWITCH AND 00/l4ND VOLT G04EPLA. NOTES. M ELECTRIC METER IN I I°FNASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NOU 31t ENCLOSURE PANEL COFIPLr WITH ELECTRICAL PROVISIONS OF THE POOR & W EDIr1ON (ten). LOCAL CODES, AND ALL LOCAL POWER COMPANY IEQUN3EY1B+T8. r YI B. ALL CONDUCTORS SHALL Be TYPE THHN(TNWN UNLESS I NOTED OTHERWBL TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE lGur"I NT smhmmNT I INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE BO AMP, 120440 VOLT, I PHASE SECONDARr-- 1 14 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE A'I COPPER (CU) IN CONd3CTE ENCASED FOOTER STEEL PER 1.14" VIA SCHEDULE S0 PVC C40NCUT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE PECIR =:'r 2/0 ALUMINUM (AL) IN2" DIA SCHEDULE 80 PYC CODUT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC C01'IPANY. COORDINATE WITH THE ELECTRIC r...IAX S FT LONG COPPER CLAD GROUND ROD COMPANY FRIOR TO BID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003326 01 amm. BUBDIv a LOT: SILVERADO LOT 9 BLK 7 PROJECT 04128.00-09071 MODEL: 4EBB "1828-CALI" GARAGE OUTING: RIGHT PAGE: ELECTRICAL PLAN %J50 MPH EXP. BJ DA�> M 01/17/19 SCALE: 1/4"=1'-0" 91FIEET E1 2• VTR 4 . KITCHEN ViR SINK / I AUTO VEN7W/ 1 1/2 �2.y, � I/2I ♦+r-I1/1' r I I TUB2 LAV LAiVlll •� I I WC 3 3 I I 3• 3 1 V2'l 6HIUR f WASHER 2 CO 4 4 TO IA. PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: I/4 . I'-V 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com AA #: 0003325 )aUDDIV. & LOT: SILVERADO LOT 9 BLK 7 PROJECT► 04128.002-09071 MODEL 4EBB "1828-CALI" GARAGE aWING: RIGHT PAGE: PLUMBING PLAN 0 MPH EXP. BJ HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER M S. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED UTN GLASS PAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES 614ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED M ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20PI) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LIKE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE R.P.E. ELEVATION. 11 ALL HVAC TO HAVE PROPER 12XS — --- — PANS W/ DRAINS PANS SECURE STRAP TO CONC. CONDENSER -------------------- I 14X14 W/ (2)-3/16'XV TAPCONS UNIT WB ROLL STRAP 1 I I 4' O >ATTIC OR OR EQUAL 4' 0. y® CEILING EXTERIOR WALL - --- _ _ _ — — _ _ --, X j BATH CRN a6 WAX PLENUI.1 1 y AIR RETURN 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) °SXI 1/4' SHT. MTL. SCREWS ' I I i ° ° 14' — — — — — — SUCTION AND LIQUID WCHE AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT - --- ---- �� I - - - - - - AIR HANDLER -----EXTERIOR CONNECTION TO PAD WALL X;¢_ y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. O 6 OVER HEAD a 12' FROM STRUCTURE _ 3 EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB -- - BDRM. _$4/ ? REFRIGERANT LINES TO O DEN PLATFORM RETURN CONDENSING UNIT 4' DRYER I0X6 TRAP DRAM LINE AND TERMNATE V. X . M AN APROVED DRAIN, AS PER v POOR 6TH EDITION (2011) I I MECHANICAL SLOG. CODE SECTION 3012.4 I — HVAC DRAINS IOX6 �' 4' SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNK CA. PLUG ® 14X6 f`ya1J�1 II gg�0 I I CFM 8X4 II I I � I L------ r-6' 1® J-I SX4 SEE SPEC GARAGE FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC (D LOOR SLAB CLEAN -OUT (TY FIN. GRADE OR PAVING I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 J SUBDM rk LOT: SILVERADO LOT 9 BLK 7 PROJECT* 04128.002-09071 MOD= 4EBB "1828-CALL" GARAGE BQING: RIGHT PAGE: MECHANICAL PLAN %,.150 MPH EXP. RJ 2 DrANT ATE: 01/17/19 8CALE: 1/4"=1'—O" 8HEET M1 2X4 TOP PLATE 7 PLAN PRE -FAD TIMM W TMKI� 2 COAT WOO eeAD r CT'IU m L,2' CLG. BOARD pon'Lao siwlc7ue�L Fm o Romy TO MAGOWr 2" P.T. uD NOTE: STUDS IN 5' DIA. SLEEVE, ATTACHM TO FLL �"1e� PARTITIONS SUPPORTING DO NOT CUT RS1 �' DRYWALL WALL HUNG PLUMBING REBAR c«�K Aw aaa "ALMT < FIXTURES AND WALL PIPE � � UTATWM eTW CABINETS SHALL BE NOT LNMOUWn* ALL LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT r� a.y.roxoA.L.. MY DO= SPACED NOT MORE SOLID GROUT THE BOND � ORAn¢Te 2X4 WOOD. •24• THAN I6' O.C. OR, NOT W/ (l)- '5 _ _ BEAM Hen mvw uwooJAM I" or_ LESS THAN 2x6, WHERE (2) COURSE _ REBARS APIPMAL :M VERTICAL � ' TRAM ovewaADDOM SPACED NOT MORE er rwr. � et' one THAN 24' O C. e ROOM i--GONG. SLAB _ W, rwooucT AmwoVAL Ma (H)TYP. INT. WALL ( NON— BRG. ) D1 SCALE. 3/4'•I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R109.1.1 ON J' O.S.D. SHEATHING OR}' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'■1'-0' 3/8' GYPSUM 5( OR 1/2' W*W STRENGTH CLG. BOARD ENERGY CODE PORMB ATION R-VALUES RENCE STRUCTURAL MTL. DRIP EDGE —/ / J I,-m. PER ELEVATION 2x FASCIA PER TYP. ELEVATIONS O.H. VENTED SOFFIT R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES Y An— SPECIFICATIONS I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24. O.G. 8' CMU 1/2, GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR.L a. 4 n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON O.SJ5. SHEATHING OR }• COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRIM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �0'-0' FIN. FLR TYP. WALL SECTION '- NO OPENINCs NOTE PER SECTION W5.1.1 - FOR ROOF (K)1—STORY HIP BLOCK WALL (-2)-AAYERIUN ERLAYMENT SYS EM D1 SCALE: 3 W-P-0' 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 48611 TYPE IV, OR ASTM D 6l5"I 25GAS LINE THRU BLOCK �eAt.o vr.r.e FIBERGILASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.1.1 ON J' OJlJ5. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE I'•0' TYP. MTL. DRIP EDGE 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 S• cm s GARAGE DOOR JAMBS D1 SCALE: 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS— \ STIFFSACK AT ALL UPRKwHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT REV SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD n W/ WINDOW OPENING ti R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.G. 1/2' GYP. ILL. BD. - WOOD BASE — FI5ER3-i0LA88 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.IJ ON I}' 0.60. SHEATHING OR }' COX PLYWOOD SECURED PER m, FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 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 CMU 0'-0' FIN. FLR e. B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE, 3/4'.1'-O' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdeslgngroup.com AA 3: 0003325 aysarv. as roT: SILVERADO LOT 9 BLK 7 PROJECT* 04128.002-09071 MODEU 4EBB "1828—CAU" GARAGE 8Wn4G: RIGHT PAGE: DETAILS t,150 MPH EXP. BJ A -DOLTS 4' e'eeph@IT MN. ' EVENLY FROM FLOOR TO go[ \I l/ I IF SIDES 2Xf dARAGE DOOR OLICK Wl (5) N7 1L'):S' A -SOUS 4' EMBEDMENT MN. W/ 2W"A WA9WM AND WIT SPACED EVENLY PROM R.00R TO GARMiE DOOR I M N JON% PRIOR TO FILLNN& 1-2Xi PT OLOCK • CENTER OF ® DOOR HEADER WKU)j7N8' J-BOLTS 4' E'SEDMENT IW 2h0')d6' WASTER AND WIT. SHALL OE N ACCORDANCE TO MANIJFACTUN4ERR'S NSTALLATION NSTRICNONS WHERE SUCH INSTRUCTIONS ARE MORE OTRNC W GARAGE DOOR 1 BUCK ATTACHMENT e41.o In'.r-4+ RitT L (-I'X4' OR I'X2' P.T. NAILER D N4 P.T. OR Y4 X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4' INTO 15LOCK W/ Vo' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END 4 IV O.G. MAX SPACING DOOR C:A81NG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 U1PDUDON TO BLOCK +3/4 OR +5/4 SCALE: N.TS. 2X4•= SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BL Waa(.' TAPCONS(MIK So SIZE .145 MIN. HEAD SIZDkv MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 8• CM 18' O.C. MAX SPACING. J� DRYWALL 2X8,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-14' R C.ASING TAPGONB (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN VOF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1 BDiDO1T TO BLOCK 1 E: KTWA. 2X4= SECURE TO BLOCK UY 2)b' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V.- TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8, cm MM EMBEDMENT 14') DRYWIALL WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2xoeeo 11 SECURE TO BLOCK W/2-Vol Nr' OS.15. X 4' MIN. TAPCONS MIN. SHANK SIZE .145 DOOR CASING MIL HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 A' ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-l%/lp" rnl L/LND01( TO BLACK +1-15/18 " SCALE. KT . 2X4:= SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X64= SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL ' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• cm WITHIN 8' OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING. 2X8ap ❑ PX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE "0 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),') DOOR JAMB TO BIACK +2 1 } D WDFD01/ TO BLACK +2 1 4 ALIT. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 Y49 WITHIN a- OF EACH END 4 NOTE: STRUCTURAL 2X 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64>= SECURED THROUGH SECURE To BLOCK W/U- •NON-STRUCTURAL V TAPCON MIN. I-V (MIN. SHANK SIZE .I45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300IMANUFACTURES cm MIN. EMBEDMENT I Ya')• DRYWALL WITHIN 8' OF EACH END•X4' 18' OTC. MAX SPACING.2X8s�BEA�STO OR I'X2' P.T. NAILER BLOCK W/2(MIN. CASINGMIN. SHAK SIZE .145DOOR HEAD SIZE 300MIN. EMBEDMENT I Y4)DOOR JAMB OR WINDOW WITHIN W OF EACH ENDATTACH TO 2X PER IV O.C. MAX SPACING. DETAILS. DOOR JAMB TO BLACK +3" E SCALE: N.TU3. 2X4= SECURE TO BLOCK Wl V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 30O MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64= SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL )W TAPCANS(MK SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE MO MIN. EMBEDMENT I Y49 8. CA'1l1 WITHIN VOF EACH END 4 li• DRYWALL IV O.C. MAX SPACING. 2X8:m IX4' OR 00' P.T. NAILER SECURE TO BLOCK W/2-W6' 2X SECURE TO TAPC,ONS(M(N. SHANK SIZE UCTURAL MEMBER /11X�=.d .145 WITHIN 8'OF EACH MIN. HEAD SIZE -400 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4) CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB 70 BLACK +3" A +3" F SCALE: KT . 2X4= SECURE TO BLOCK W)Y♦' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING, SECURED THROUGH 2X6•m NON-STRUCTURAL' SECURE TO BLOCK W/1-1/4' TAPCON MIN. i-Y4 TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMNI MIN. EMBEDMENT 141')IMANUFACTURES )i• DRYWALL WITHIN 8' OF EACH END 18. OC. MAX SPACING.X4' OR I'X2' P.T. NAILER 2X8mt SECURE TO BLOCK WA7(• 0.8J5. X 4' MIN.TAPCONS(MIN. SHANK SIZE J45DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)DOOR JAMB OR WINDOW WITHIN WOF EACH ENDATTACH TO 2X PER 18' O.C. MAX SPACING DETAILS. HMO 411 WIwfw+�moMer ocao A'r DOOR JAMB 70 BLACK +3-7/18` %Z 1RNDOR TO BLACK +3-7/16" E. KTA. 2X4= SECURE TO BLOCK WN4 TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦')E. WITHIN VOF EACH END 4 STRUCTURAL 2X IV O.C. MAX SPACING. MST BE ON OUTSIDE 4 2X6=s SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN, HEAD SIZE 300 MIN. EMBEDMENT 149 8' CM WITHIN 8' OF EACH END 4 )JJ' DRYWALL 18' OG. MAX 6PACING. 11 I'X4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK W(I-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHALL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" DOM +3 3/4 " H SCALE: N.T . i441 N. RONALD REAGAN BL LONGWOOD,FL327W PH: 407-77"078 FAX: 407-7744078 wwwAbdesigngfoup.com AA M: 0003326 StmDIV. 8e MOTI SILVERADO LOT 9 BLK 7 PROJECT* 04128.002-09071 MODET_ 4EBB "1828-CALI" GARAGE STaNG: RIGHT PAGE: DETAILS 50 MPH EXP. 4� IDATE-- 01/17,110 NSCAum 1/4"=1'-0" NSIdEET D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 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 FL 15264.1 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 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 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 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 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 @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.corn L AA B: 0003325 9111111 anmr. DRAM' 01/17/19 8CALM 1/4"=1'-0" NDIX= D3 PREFORMED CONTRW. JOINT'S PLANGE OF CONTROL JOINTS Td BE MIRED TIED TO LATH - 6' O.C. MAX (VERTA NOTSt DO NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS SEYOND EXCEIRT STAPLES W/ i4' LEG MAY BE USED TO TEMP. SECURE CONTROL JOIN OURWO INSTALLATION —� FASTENERS TO SE SPACED - T' O)O. MAX VERTICALLY f i i' T-0CK, 3 COAT CEMENT PLASTER \ UR6 LAYFJ! 4, FORTPIDER ISULDNG PAPER APPROVED METAL LATH FASTENED -I' (VERTJ Or —MAX AT SN'PORT6 URS LAYER -1, STUCCO URAP UIOOD "ATHNG LATH SMALL NOT BE CONTINUOUS .• To A• r' To -• T4IS000M CONTROL \ JOINS BUT SHALL BE 6TOPoMD AND TIED AT EACFI VIDE. PER ASTM CW63 PROVIDE 2X4 SLOQCNG 1.10)A PLACED FLAT MAX W TO V \ l FROM CONTROL JOINT UIIEN CONTROL JOINT FALLS ON � 6TRUCIURAL STUD AST. PO! LATH TO BE NAILS OR— --r. .,i STAPLES N CO'IPLIANCE W( A6TM CW63 2. UIIE TES TO BE (NO. IS) 00416' WIRE 3. B.0010I6 SNOW MAY SE N ADDITIO \ TO WALL STUDS RISM UIRED PER PLAN / OL PpD (-LAIC • PI. A ®PQLD �,�L4 OPT.A HlO rA. R.A L OR(Y- . Pr. 6 L GAY( . Pr. C *emu mm fy DRIP ®06, &AWLAP a'y� BOLO N' am= WATIML IEaYNGM.LT FAfTBN A• 1=MWL OLP=MlUQW-Pr.A LaaYI-n.s �oLo Na• • ® LIgDf-I4C. R.A 2. GfMI A MT. 8 1 aEYa-PCC ♦ raw rr.O oym Pr. 6 TILL PT.O TaCli- 6OrTaM FLAMM NOTTCM FLAMM UAL POLO, 22 II@ art. r CEMENT Id IO' I GOAT LAYER 4, FORrPIMR LNG PAPER (11rUE OLT) LAYER'L CO ~ (FRAM GILT) bigm APPROVED BUILDING UAfAP SMALL BE LAPPED A MINIMUM OF Y - VERTICAL LAM (ROLL ENDS) 4 6- - 14ONZONTAL LAPS. ALL OR" NEED TO BE TAPED WTH PORTISER GNEATMNG TAPE / / I- LM - M[TAL LATH \ \ LATH VERTICAL LAP TO 05 P 1' OR LES6 PIPE PENETRATION 4• 6'I(6' SELP-ADHERING MEMBRANE PLASHMG (COMPATIBLE Lv HOUSE TRAP MATERIAL) OVM 4.4' SELF -ADHERING MEMBRANE PLASNING OVER APPROVED FIOJSE URAP. R.A6MING TO EMEND ONTO PIPE n—T CUT AND OVERLAP ONE 810E OF GELD-ADWERING MlEMIS LANE METAL LATH FLASHING CUT AND Oypg,AP ONE SIDE OR 01 eELF-ADHERING M16'eI V2 URIS LAYER % I' COAT CEMENT STEP STEP PL4ANMG III S LAYER 9, erucco TRAP I CI STUCCO YIfII' FETAL LATH v Fx( rAFT!- LAr -f r / I RIMS LAYER 4. PORTI ]"It U M LAYER 7, FORTIFIBER BUILDING PAPER URB LAYER ,Q, PORTIFIBER \ BUILDING PAPER BUILDING PAPER METAL LAIN WRIS LAY R -L WW SELP-ADHERING MEMBRANE 87UPLASMING OVER 4k4' SELF-ADMERING MEMBR,WE INSTALL FASTENERS (0.IM. PLASHM OVER APPROVED WOOD, SNEATMIIG GTRAM, STAPLES) AS REQUIRED TO SECURE MOUSE ILIf . FLASMNG TO EMEND ONTO PIPE mrE) WIRE TO AIAMNING 4.4' SELP-ADHERING MEMBRANE RIMMING OVER APPROVED 2 ( SCALE,I IR'-P-0' W CANT. BEAD OP SEALANT INSTALL APPROVED MOUSE~ AIR INFILTRATION BARRIER OVER SHEATHING VERTICAL LATH & PAPER DETAIL wow 67=61. SECTION PER SECTION R F�OFfkT mwm Nom,. SHEATMMG ww IIaIIIdA E.W. w. of podl.nd cement pl.e SIDE LAM OF METAL W W oomPIT %ft tl- -ppRcabon PLASTER BASES 614ALL r-qd.,. ft of ASTM C 826-12A. SE SECURED TO PRAMINd, MEMBERS. BUIL OWA PAPER w Insiva m of -aesnor Whim and fmn*g TWEY SMALL BE TIED &-I vKh ASTM( 1083-12A. BETUEEN SUPPOIRr6 UTH 0O415-IL (171-MM) STUCCO MRE AT INTERVALS NOT MOM THAN S' (226-MIN). AG PER ASTM CI063 PIPE PENETRATION DETAIL (FRAME. Q KICKOUT A IRRS. TEAM HORIZONTAL LATH 3A N.T.S. DETAIL IN UM M IR° LAYERS. D MAY eE & PAPER DETAIL UV UUP TA UP TAPE R MA MANTIC SMUG OR o FEEL N eTICIC ME AmmLm r� .,� ■ ae eru woo RIOR WALL FL46MM a= RYNan (on y Au 4 \ r-",�i- A� T r60 � O R ( I _ WOOD SHEATHING OR CMU WREi LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WREL 4 TAPE OVER ROOF/WALL SCREED S'XS' 'L' TYPE CONTINUOUS 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 *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ——.—.—.— — BUILDINC-s PAPER) METAL LATH x—x—x—x STUCCO L. • I� _ ►yzlff, /////// SELF-ADHESIVE FLASHINCa — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-641-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup•com AA NR: 0003325 Mill h L4 E C ap 4A 'Us S 9VSDIV. Z LAP. SILVERADO LOT 9 BLK 7 PROJECT 04128.00 —09071 MODELA 4EBB "1828—CALI" GARAGE SATING: RIGHT PAGE: WALL ASSEMBLY DETAILS %450 MPH E BACKER ROD SACKER ROD INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGL�''E OF FLASNPIG TO BE, I. BOTTOM. 2. SIDES. 8. TOP VENT CAP IS TO BE SET M BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALLALSIDF&)14' CAULKING • JOINT ALLPER SECTION R703.7 Exterlor IMhbla and Dlesierkg Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRS LAYER -1. STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 02, FORTIFIBER SUILDMG PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER #2 (FORTIRBER ...... - - 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-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH I&' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROWN — WALL S' SELF ADI-ESIVI FLASHING (INSTAL PER MANP. SPEC BUILDING PAPER UNDER 'QUICK FL/ A -WENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER sl, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW `ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS, BOX, APPLY STUCCO SCRATCH COAT APPLY TO Fa EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM •' �'""• R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC ell, 1� �I WOODSHEATHMG AIRS LAYER M, STUCCO WRAP tLRD LAYER 42, FORTIFISER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL It • 1' Or— MAX X, TO", Mm_, • i {CEP SCREED i' UDE STRIP SELF ADFIESIVE FLASHMG, CLEAN MASONRY BEFORE APPLYM6 V._... FNISH•MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 01, STUCCO WRAP GUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEW #2 WRIB LAYER 7, STU STUCCO WRAP APPLY " MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® j MEMBRANE FLASHMG `WRS LAYER @2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) �_ METAL LATH STET= 05 STEP 06 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744079 www.abdoWgngroup.com AA N: 0003325 amnr, Bt MDM & LOT: SILVERADO LOT 9 BLK 7 PROJEOT# 04128.002-09071 MODMA 4EBB "1828-CALI" GARAGE B111IiNO: RIGHT PARSE: WALL ASSEMBLY DETAILS k150 MPH EXP. V LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO Lam= 2 1/2' k CORNER BEAD (FASTENER 4 SPACING * 1' O.C.) wrily_I %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdosigngmup.com AA 8: 0003328 J �NIIII annn annn; OEM aw SILVERADO LOT 9 BLK 7 PROJECT* 04128.002-09071 MODErt 4EBB "1828-CALI" GARAGE BVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS kJ50 MPH EXP. BJ DA 01/17/19 8CALE: 1/4"=1'-0" BiiEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFISER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD WYO �RU TcnoN v- WOOD SWEATNING DAAMER -1�ESISTIVE UM HER R1eroTWE V 1 � SIDING / / / \ RAUSH F-ADHERM NG b' a RINGAPHRf �\ 1 FSISTIVE STARTER STRIP SSAIAtllIER �SISTIVE SRW. . ULF-ADHER \ GALV'D METAL GALV'D METAL 7'PLAS14M 7' PLLASNNIIG ,gTEpGot &Xo TPUM it MgE��DE CA& X S' EMULATED TRIM MENDER OR APPROVED SEALANT \\ SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA#:0003325 anon. I I I I 1 1 1 \ \ 1/8' TEXTURED FINISH • WDOD, - IF2' TEXTURED y - --, ' 2x6 SUB-BANb FINISH cm W/1'x4' NOTCH ® METAL LATH --------------------------------------- END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP oR Cm DRIP EDGEW08HEATHhJG �\ WR6 LAYER "I, STUCCO WRAP(FRAmE ONLY) ---- -------------------- -- -------- - 1 \ I \\ = WRB LAYER 4, FORTIFIBER BUILDING PAPER -1/8' TEXTURED I (FRAME ONLY) 1 FINISH m WOOD I \ 2X6 SUB BAND "\ MOOFIN' CEMENT w 1/2' TEXTURED \ FINISH s CMU \\ ! % \ DRIP EDGE I METAL FASCIA \ a WRAP Ys' FROM \\ © FLAN 5 METAL KICK OUT e! STUCCO, 1' FROM \ WOOD WALL \ \ ` EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ®PLAN A c—ROOF KICK OUT REMOVED \\ FOR CLARITY -z—ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ''I/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH m CMU / 2x& SUB -BAND W/I'x4' NOTCH a 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 &'-8' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y.i ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/115'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAJLONGWOOD, FL3PH: 407-774.8FAX: 407-7744wwwAWesigngroAA x: 00033 q t c E-3 us E Q Z BUNDM ae 7.oT SILVERADO LOT 9 BLK 7 PROJECT# 04128.002-09071 moaEu 4EBB "1828—CALI" GARAGE SpING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND kJ50 MPH EXP. BJ D � 01/17/19 aCAUM 1/4"=l'-O" XHEET WA6 28'-8" 9'-8" • — — — FM--12X12 — 1 — — — — — — — — — FM-12X18 — — IN 4" CONC. IN a SLAB 0 � a 4:3 1/2 I�F-24X24 I 10.4. 10 .1 1 � 1 FM-12X18 EXTEND 1.1 1 I SLAB 1 1/2" I I I I I S.° F N I N gl I. I IX I. I I I .I I' I 19'-0" 5'-0" 15'-8" I 1 4" PVC I 1%CHASE 1 1.1 _� _ TE1 --- — J 1 /2 Fz4:5 ` I I I '7I I I I $ N 91 LLI . I EXTEND SLAB 1112" 2 1-CONC. �1 FM 12X18 1 SLAB awl v x Oa . I-3 1/2 N I I �---- 3'-4" � ILL 2 7 112 + 1 t , I L 1.1 FM-12X18 I J FN412X12 FMC-12X18 FM-12Xi8 FMC-12X18 4 4 7.1 1. 10'-2" 3'-10" 2'-8" 16'-0" 2'-8" 21'4" 14'-0" 4'-4" 39'-B" FOUNDATION PLAN SCALE: 1/4" - V-0" 4" CONC. SLAB D -0 -TOP TOP OF M SLAB 3.6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4, REFERENCE ELEVATION + 0'4", 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 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, GINDICATES #6 BARANDICATES #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 AG STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2.000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 53D-1 WASCE 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: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, BM EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS W1.4xWlA OVER GENERAL 1 3 1/2' 16.6 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3tl' LEG EACH WAY. MARK I WIDTHN2V THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHOT LONG TEA of 1 - s (+ 0'-0" FM-12x12 12" 12, - () 's + 0"-ry• FM-12x18 12, loll (2)li6's (+)0'-a' FM-16xl8 W, 18" FMC-12x18 12' 181, - s VARIES - x 24 s s (-)(y'4" M N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.eom AA #: 0003326 Y 0 r� C a tstmiav ae LOT SILVERADO LOT 9 BLK 7 11PROJZCT# 04128.002-09071 MODEL: 4EBB "1828-CALM" GARAGE E IING: RIGHT PAGE: FOUNDATION PLAN %J50 MPH EXP. a TE 01/17/19 8CALE: 1/4"=1'-0" 8HEET S1 30' MIN. EACH WAY — MONOLITHIC FOOTING Z. Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED ° v _ CrrELL SEE PLAN FOR SIZE AND s a CELL SEE PLAN FOR SIZE AND REQUIREMENTS s v v— 0}_ SPACING REQUIREMENTS Q 7L,: SPACING j -_,' -{--� T� GARAGE DOOR QQ m U m U W°' - v �FM RECESS a Q `I� g 0 a N Z 8"CMU WALL + 0-0' 0: /n Q 8" CMU WALL +- rye' -I "' , I CORNER BARS, SAME SIZE AS BAR I>� I WAYATALL I CHANGES N DIRECTIONS W W pp /n N 8„ • - TOP OF SLAB I .., - ° SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB - MATCH AMOUNT OF CONTINUOUS BARS MURBNOR - VARI S � ASS RY EXT. PORCH SLAB SEE SLAB SCHEDULE SIZE 4" CHAMFER (1STORY} 48 BAR DIA. ; EXT. PORCH SLAB SEE 6LAB SCHEDULE TOP OF GARAGE " 7AND °- v. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT 6EE SCHEDULE " �;0„ UNITS SET EaBAR AT ELEV: W/ 117 ISOLATION JOINT (WHERE ,. B' CHAMFER (2STORV) #3 18" ♦ •p4 44^ CHAMFER (1-STORY) W/ 1/2ISOLATION CHAMFER (2-STORY) 0'1Y' APPLICABLE) i SEE SCHEDULE 30" Jowl (WHERE APPLICABLE) E SCHEDULE05 ZWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE e6 3„ WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO M7 42 r—,1EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 SCALE:3l4"=,'-a' CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"-1'-0" W uj I > NEW REINF. BAR O 0_ SECURED W/ 2- PART 5 Z'CAPPED GALVANIZED PIPE 0. I EPDXY. MIN. EMBED g 8", ONO WIFLANGE 0 BASE 0 FOLLOW ALL MANF. e: SPECIFICATIONS FOR USE AND I R h PREPARATION OF HOLE. W SECURE FLANGE TO SLAB W/(4)1/4" X 2 VIC TAPCONS QQ- 4"CHAMFER (15tORY) 8" CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION (� SCALE: 3W'=1'-U' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z g oa. o: Lu �L) 7 p 8" CMU WALL +- 94L TOP OF SLAB 1SEE SLAB SCHEDULE z"ISOLATED"COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH T FOUNDATION AND SLAB EDULE BAR SIZE UANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PM: 407-7744078 FAX 407-774.4078 www.abdes gngroup.eom AA #-. 0003326 BvaD=v. S. LOT: SILVERADO LOT 9 BLK 7 PROJECT# 04128.002-09071 MODELe 4EBB "1828—CALI" GARAGE SIMKO: RIGHT PAGE DETAILS %.150 MPH EXP. V PRINT 01/17/19 DATE: BCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 114" - V-0" 1441 N. RONALD REAGAJIBLVD LONGWOOD, FL3277FAX: 407-774407www.abdoeigngroup. AA M: 0003325 ! 4n 0 a ;-o ac7HDIV. & IAT SILVERADO LOT 9 BLK 7 PROJECT 04128.00 -09071 MODELo 4EBB "1828-CALI" GARAGE BVMG: RIGHT PAGE: DOWEL PLAN 0 MPH Dw01/17/19 SCALE: 1/4"=1'-0" SHEET s1.2 R REBAR TO HORIZONTAL REBAR W/ 10" HOOK [j-TIEVETCAL? GROUTED BOND BEAM VARIES PER ELEV. -J., i Z ea .I #5 BARS Dm 8" 5 l a O CLEAN OUT REQUIRED �,A Q FOR INSPECTION Om6 . 00 • • T -O" 0'4" FIN. FUR. TIE VERTICALIZONTAL TO HORIZONTAL• i REBAR W/ 10" HOOK .� BAR SIZE 48 BAR DIA. Z #3 18' O 3d' *I CMU UNIT DIMENSIONS © toI ARE NOMINAL SIZES on*I\��\/\ 41' MASONRY SYMBOLS HORIZONTAL/VERTICAL SCALE: 3/4"=1' 0" REINFORCING `. J (D SCALE. 3/4"=1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdomigngroup.com L AA M: 0003326 anon: mmom, sv3Div. & MT: SILVERADO LOT 9 BLK 7 P1OJECT� 04128.002-09071 MODEri 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 50 MPH EXP. BJ DATTZ. 01/17/19 SCALE: 1/4"=1'-0" 8*m= S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED N (10)d x 1 1 /2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 VW 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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'). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 PSS36, .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'-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF 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 (Psl) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST 6 PRESTRESSED U-LINTELS 4%w�/Nw SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °V0 Y4' (47) PRECAST 2231 441' (41n PRECAST 1TRM 4'-8' (64) PRECAST Im V4• (64') PRECAST 1217 W-17 (10') PRECAST 1082 74' (In PRECAST 908 r4r (W)) PRECAST 743 74' (112') PRECAST 564 1170 (120) PRECAST 475 N'4' (131r) PRECAST 302 17-V (144') PRECAST 337 174' (Im PRECAST 290 IN-(r (108') PRECAST 279 IW4P (178') PRESTRESSED N.R. 164' (184') PIESMEIRIED MR IrW Mn PR68TAENED N.R. 194' Mr PRE8ttiEINED NR 21W On PR66TRENED NX 2r-7 Mq PRE NA. W-W R0S') PREFrRESBED 00�000 ��mOmO� 000000m O�mOm�� mo®Q!©o mo©omoo �oofiiw!�.eQ�Q� 0movo�r mmovomc� mmd00�1'^Cu�'1 O��ODmO oo®o©oo ommom�!�r_ oo®oomv oo®oom0 oomomov D�mOm�E.7 ®D�OgiC7�0 ®OmOm�O ®�mm00 0 ©R.7 NEM©©NLm "Ezm000©mcm NR /a1 w 42c aM 04 1 10Q I 1m (f`) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM WYE LOAD TABLET BY CASTCRETE MAY 2016 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 8"PRECAST LOAD U.LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS o LOAD I6MP6M1M I SAFE LOAD - POUNDS PER LINEAR FOOT 74' (4n PRECAST 1025 10M 1698 4'0 (4n PRECAST 7M 783 13M 4'4N (541 PRECAST 602 601 1073 74' (841 PRECAST 411 411 745 54V (M PRECAST 340 330 616 6'4r (TV) PRECAST 507 721 490 T4' (90') PRECAST 424 534 363 94- (112') PRECAST 328 612 230 10'4' (12C) PRECAST 264 401 100 11'4' (136) PRECAST 200 452 154 INIF (144') PRECAST 2" 402 137 17-C (18S) PRECAST 217 324 110 W-W (166') PRECAST 2D6 203 100 164E (176') PRESTFO8ED N.R. 21M, 91 W-C (18C) PR WRIMM NA 20 83 lr-C RM PRE8TRE88FD N.R. 194 M 174' Mn PRESTRESSED NA 148 62 21'4' Mn PRESTRESSED N.R. 125 42 2Z-W (284') PRE87tEUED N.R. 116 40 2V-W (Mn PRE N.R. 9/ 33 moomoom m000�®0 ��000mo - oomoomm Om�000 oo�mmom i G.:ll �n�wwnwww (0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDEO REBAR. -PRECAST PRODUCTS BY OTHERS TO MEETOR EXCEED VALUES STATED ABOVE • PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 164120.03 LIFT BEAM PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD LONOWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 1 M It ounDIV. a LoTil SILVERADO LOT 9 BLK 7 PROJECT# 04128.002-09071 MODEIo 4EBB "1828-CALI" GARAGE DWINO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 0 MPH EXP. #5 CORNER BAR W/ LAP FOR EACH COURSE OF BOND BEAM M VERTICAL RESAR W/,d' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP 8k6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#6 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING* \,\ PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 30 THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR Bk16' `gyp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 146 / TOP OF THE LINTEL. / 9 �\ ��Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P06F�G 8x16 DBL BOND TOP OF • BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE \r1G 8x8 BOND BEAM TOP OF • � W/(1)#5 BAR `; BOND BEAM F = FILLED W/ GROUT I .�\ap U =UNFILLED GROUT SOLID FROM TOP �j1\0 NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEEAAM COURSE SEE NOTE 5 6-1T/1p 8x8 PRECAST CONCRETE �/c NOMINAL—� LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY gQ� HEIGHT #OF#5'S, TOP - OPENING-1. BEAM DESIGNATION BOND BEAM COURSE OR n IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-d' THAT XFXX-1T11M/OBINDICATES ADOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL (LI)REFER AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-14' EMBEDMENT 2x6 (MIN 2 X 3) 2J/16 TAPCON PRE-CAST'a ,�" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" 'v SLOPE FROM EACH END AND le' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 14) 8" FROM EACH END AND SECURE TO SHEATHING W/ 16, O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BLK. EA. END EMBEDMENT SHEATHING 7/19'TYPICAL MASONRY WINDOW WAL CMU SILL CONSTRUCTION 4 SCALE: , 1l2'=1'-0" (_,-)_ARCHWAY FRAMING DETAIL 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 R a W�U StDM a LOT 7S SILVERADO LOT 9 BLK 7 1pitojmcT# 04 28.002-09071 MODZ . 4EBB "1828—CALI" GARAGE Sr►urc: RIGHT PAGE: DETAILS 50 H EXP DAM 01/17/19 SCALS: 1/4"=f-0" SxCsr S2.1A FRAMING NOTES: I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)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 RT16A 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 BE GALVANIZED. 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'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER (ID 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 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. 1-PLY G: 496 LBS U:-145LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 6 SECURE TO SM. W/ USP FRAMING PLAN SCALE: 1/4" = V-0" 14-LY U: -1003 LBS G. 2294 LBS 1-PLY U: 462 U38 G: 1868 LBS 1-PLY U: -162 LBS G:1673LISS 1-PLY U: -1030 LBS G:2063LBS 1-PLY U: -5W LBS G:1071 LBS 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-W78 FAX: 407-774.4078 www.abdoWgngroup.com AA f: 0003326 8L78DIV. at WT SILVERADO LOT 9 BLK 7 pmj]CCT# 04128.002-09071 MODEIe 4EBB "1828—CALM" GARAGE 8lFMG: RIGHT PAGE: FRAMING PLAN 50 MPH EXP. RJ DIUNT ATE: 01/17/19 8CAI.E: 1/4"=1'-0" SHOW s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOFNNALLJFLOOR HTWM20 WI1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A41)USP HTA16 TRUSS ANCHOR WITH (9) tOtl x 1 1IY' TO TRUSS. FL#17880 # 1900 UPLIFT (2) USP 842) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE -ENO TRUSS tOd x 1 1l2' TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W11010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND SEAM tx2, 2K WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 1W TRUSSES 0? 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) TAP CONS MIN. 2' B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) COVER 7' APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR S ALE:J4"=1'-0" Ss 3 GIRDER CONNECTORS) SCALE: 3/4"=1'-O' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO .-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'4' O.C. (AT SHEATHING 0'-0" TO 30.4' (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2K8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/1/2" 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 370C MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT, 2x4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED � 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE: 3/4"=T-0" NOTCH DEPTH 1/4•D 0HOLEDIIA ETER THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <2/5'D SOL, STUD USED SO LONG AS THEY CONFORM TO THE OUTERi FOLLOWING SPAN ONL113 Y HOLE EDGE>5/8" 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 (F1 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 oll 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, Ft, HOLE DIAMETER AND F2FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE E <315'D DBL. STUD SUBJECT TO Ft AND F2 FORCES. STUD NOTCHING %1 AND BORING LIMITS 0 SCALE: , 1/2"=r-o'• ALTERNATE MATERIALS SCALE: 3/4"=T-V' d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StMDIV. & LOT PA SILVERADO LOT 9 BLK 7 PROJECT* 04128.002-09071 HCDEIi 4EBB "1828-CALI" GARAGE XWMWO: RIGHT PAGE: DETAILS 0 MPH EXR qNTE:: 01/17/19 SCALE: 1/4"=1'-0" B*Ec K' 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) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 216 PT. PLATE TO BILK W/TRUSS PLAN W/ 1/1" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO W P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds ® EACH TRUSS TO BE INSTALLED 0 10'-(Y' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-0" We 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.ebdesigngroup.00m AA S: 0003325 44wt t t VTT SPACING (1) AT EACH END t 2x4 BLOCKING BETWEEN TRUSSES VTf AND 8'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d ® EA CAT SHEATHING SEAMS 4'-0" OXWOOD TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) X' BRACE i��yltl 31Y-1" TO 60'-0 (3) "X" BRACE "X" PRE -ENO GABLE TRU tt5hy (1) BRACE 0 CENTER I,t (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-1 \ (AS PER TRUSS ENG II \ u I O PLYWOOD SHEATHING, SEE II "ROOFNVALL/FLOOR \ IL SHEATHING FASTENER SCHEDULE" Li 0 SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2z WOOD FASCIA Z SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. TRUSSES � 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C AND APPROVAL SECURED W/(2)12da PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION_ SEE SCHEDULE ( ` GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. t W/ HIP RETURN SCALE:34"=1'-0 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.00m L AA 8: 0003325 aUDDIV. & IAT SILVERADO LOT 9 BLK 7 PROJECT# 04128.002-09071 MODEIi 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: DETAILS MPH EXP. BJ _ a77 aw� 01/17/19 aCALE: 1/4"=1'-0" atIEET S3.1C 1 I aAeLE-ea " ROOF WIND DESIGN PRESSURES NFT (GROSS) ASCF 7-10 ZONE 1 •8.97 PSF (19.97) ZONE 2 • 17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1f2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS ®4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FND ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120" 170,000 RI G SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/2' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH ENO. RAFTER OR TRUSS RrnF cuFATu1Nr EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. J Z U.1 Z Z 0 Z ¢U NO Z E W Sd RING SHANK GUN NAILS @ 4' O.C. TOP & BOTTOM EDGES J / ` z9 � w $ J y a O . E . .111111-III,IIII1I T _\', ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE EfW FRAMNo Bd RING SHANK GUN NAILS . N S' O.C. IN FIELD •� rYP. EXT ATHI G ATTACHM R 00 E THING (..B. TO BE STRUCTURAL GRADE CStl RING SHANK GUN NAILS 0 12' O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREWNAILB ® 12' 0.8,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE FxP09ED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES B STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ALL DPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Bth EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE B-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUB.SON1;R01RJD WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. R, = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDES SEMIS LAPPED 81NCHE3 AND SEALED WITHRRADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, 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 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AT 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MIMMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. HARE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 80 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. 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 LAPS x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATECONNECTED-MOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD-nonconwrtent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - W' WOOD TRUSSES. 10 M BTM CHORD -current p #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATION REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pef TOP CHORD 20 pef TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 pef W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 5 pef BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: IOpef WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 pef TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST 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 (ASCE 7-10 (FBC 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 WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, FOUNDATION SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pat, FOOTING EXCAVATIONS AND SLAB SUE GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH 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 ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORCAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S' N- PRIOR TO THE ADDITION OF RASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AG 301 AND ASTMC44 OR MEASURNG, LUNG,TRANSPORTING, EFC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MO( UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE 13 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE RACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE VATH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR $HALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDK)R WEATHER 1-f/Y FOR 05 AND SMALLER 2'FOR#8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR BLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PMlWRY REINFORCEMENT, TES, STIRRUPS DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FI DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 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 PROVIDED TO 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 WITH 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. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM 0.478, 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 GROUT MIX SHALL HAVE A MAXIMUM 3/8" 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 OUTUNED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/6' 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 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Py = 36 Im1 FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTW53, GRADE B, TYPE E OR 5, Fy - 35 W. 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 A325N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THENUT METHOD. ALL ANCHOR BOLTS SKALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIIGMxI SIZE TYPE 51ACIN3 RE'MARf9 APPLICgTxkl 9RE TTPE I BPACJNG I REMARK- 1-FURfdtKt TO MA90pT8v/GONG. CPBE WIRDENEDCDI NAIL, tYt LONG. OPAAGEDOIX3_ TO MA60NRYxA1JC BEE GETMI BEE DETAIL SEE DETAIL BEE DETAIL SOD, AL E%T OOOPe CASEHARDENED-L 9'OIC WINOOWfl]DIXe PM-ED -E DOOR BUCN gEE DETNI SEE DETAIL 9EE DETAIL SEE DETAIL STAG ED TMfTAML WINDOJJBUCKS GeEfUROENW- WTNOOWIOOORIFNRENED sTRRnPTO CONTACT THIS ENGINEER FOR SPACING Ix PT. BEE NOTED ,m LONG. sTAGOEREn INTOMASONRY/CONC. MASONRY rcalc. REQUIREMENTS EXT.9' .oOOR (1)9n8VIA 'TAPC N' IB'OC ,NY'EMBED,rm. NDN-BFARIIBi NVW 11Y° EXPPNBbN 1"EMBED. f EFD �� BUCNL Pi, 9EE NOTES NO WASHER FASTNER DST.. 1- EDGE DST. WALL TO CONC.9LAB WI NMEMER BOLt DST., 9'EDOE b9i. >x PTWIN, BUCK e13B°PAFx31B' 9'dC 1' END. DST.. 11R" NOtEB PT TO S1EFl COL., SEE WI\N18HEH BTAGOERED EDGE 0I8TNOT I SSTAAPPLES 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 NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X,ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE SUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR W TH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA 0: 0003326 J a o� U m O FL is SLJHDIV. de LOT: SILVERADO LOT 9 BLK 7 PROJECT* 04128.002-09071 1[ODElt 4EBB "1828-CALI" GARAGE :BKiNG: RIGHT PAGE: DETAILS 50 PH EXP. 1'lntmDwVvr 01U-0 DATE: aCALE:lL S�S N1