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HomeMy WebLinkAbout35808 Iron Redding Ct}I — 99 2795-----CAMDEN99 DR�``wOHK iHOR11ON ♦ 12602 TELECOM EDFRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 v �iTH PREVPILING �pn�1 SH �PBu11.DING 'ODE, CODES F�- �RFclp,\c CODE,11.uG NAt10N� CIV QF ZEpH AND 1HE CES ORD►NAN S al� pF ZEp N� • 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 . BunmG Cpj)E, )i�pjAj ui, CH IIDITWN (8017) IACAL AND RATS CADLR •DL•CI�ANCY _ � GROG . :CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - VOIi=11 MPH V63d=118 MPH •Evom _ B •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ARV ABOVE A/C AIR CONDITIONING ADS. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE HD. BOARD CL CENTERLINE cAe. CABINET CLG. CEILING CLR CLEAR Coxc. CONCRETE CT CARPET c.r. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DNMEVER DIM. DIMENSION DP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT oW: DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH EXHAUST EXT. EXTERIOR F.GJFX. FDIEDGLASS P.G. FUEL GAS FIN. FINISH FM FLOOR FLUOR FLUORESCENT FTG.R FOOOTING�R GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.P.I. GROUND -FAULT CIRCUIT GLASS PIER GL. GLASS GYP. BD. GYPSUM BOARD H.H. HOSE BIB H.C. HOLLOW CORE HDR HEADER INSUL HEIGHT NT' INTERIOR LAV. LUM. M.C. MFR MIN. M.T. MTD. MIL. N.T.S. O.C. P. P.B. PH. PLT. PLYWD. PR P.T. IL RA. REP REP. RM. SC S.D. S.H. SET. SHTHG. SHWB. SIM, SL. SL GL. STD. Sws TEMP. T.O.C. T.O. T.O.P. T.G.S. TYP. U.N.O. V.P. W. WD. W°IW W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTYUSHHTONE PUSHBUTTON PHONE PLATE ecvwooD PAIR PRESSURE TREATED RISER RAINS RETURN AIR REFRIGERATOR ROOM ROUGH OPENING EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL ECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TYPICAL AO TYPICAL UNLESSNOTED OTHERWISE VAPORPROOF WASHER WITH IOOOD WINDOWATER WROUGHT IRON DATE DESCRIPTION �+s CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 06�yAy ADDED 150-C ENGINEERING PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2B-FRONT AND REAR ELEVATIONS "B" PG A3B-LEFT AND RIGHT ELEVATIONS "B" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS - PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 0112DAGJ ADDED OPTIONAL PENDENT LIGHTING AT KJTC 4EN 0T/29/19 FIXED DIMENSIONS F� STUDY AND pMING ROOI`I /02/re REVISE eaFT cALGS ICA4119 UPDATED LED LIGHTS PER D.I HORTON 10/30/19 UPDATED LED DETAIL EiUDDLEB PER D.R. HORTON 11/08/19 ADDED FOUNDATION ON GARAGE 6EARINCs WALL UPDATED SIMPSON CONNECTORS I.L.O. UBP 92AMW ADDED Pv0-D ENGINEERING • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REM STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ.F"I,. CALC.+�, 3/9R0 ADDED FRONT ELEVATION F' PER D tWORTON IST FLOOR LIVING 20-46 6a FT. GARAGE 619 6a FT. ENTRY 6s $a FT. COVEFIED LANAI Iw 6a FT. TOTAL 3,113 Ga FT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S3—FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR 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 WRrMN RFI.6 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFTS HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 AA N: DRAFTING By.. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813SM2628 FAX: 8134W2802 -1 aUDDIV. Ae IiOT: SILVERADO LOT #4 BLK #13 11p]m0jmcT# 03719.000-04131 MODZU* 2795-B GARAGE OWING: EFT PAGE: COVER SHEET 150 MPH EXP. B PRIDNT 8/11/20 DATE OCALE: 1/4"=1'—O" aIHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 HEREINSEE 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 CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUFE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATOK, THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN IkINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS 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 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBSNi 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 COVERINGS 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 EXTEWOR FMRSM i. 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,112' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWG926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FEE RESNiTANT CON T M)CT10N 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. EXTERN IR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. IA41 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH81 F86 BUBDM ae X.OT SILVERADO LOT #4 BLK #13 PROJECT# 03719.000-04131 MODELa 2795-B GARAGE BIWMG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B r------------------ -0' I I OWNERS I Sim I g,11'_4, I I I I L-------- - - - - - - - -� TUB ro - GWNBRS 0lw 41' H. In uwLL CAT. II SAFETY BA GLASS AaV. `� -8 8'-6' in I'-9' 5'-1' r -,fx86 AV V I ATTIC SWOWE — — ENCLOSURE I W/ 3O• Ten I 5-SFI cA. 1 GLASS DOOR 1 °' I tLUC ���---"""iiiJJJ 1 MULT[ (�V I '-m' BEDROOM 0 TYP. T-4' &G Y I I TO I 2-a � I I I I'-6' L---------� - 0 IR-18H 0 _ 9'-4' CEILING13 'Q in I LlL INGROOM 10'-d;4YC&ILIJG n I I I I I I L--- ----- I ` -------J 9 9'-4' CEILING 0 r — 32x6i 1 ATTIC L_ACCESS � la'-I0' XA9R GU GB VENEER iv I COVEANARED ti 9 -4• clC T-V Cm r------------------� I I � n I A I I I I I Al I I I I II I I r ji I I I {{ROOM 9�T0 �Y I TYP. I 20'-0' KnUIEN W-V CIA I I Al `------------ _ 1:EF 5'-11' ' 'LUMB L.T. ROOM i. r 9'TOaWamr Ilw Ii -7— - I I lopr.il ' D I I n 02111 I I II L-_---------- 5'1• 6' ;9— M ROOM w V-4' aL(L 2 o MUM %1 .. 9 4' G.G 4'-9' 1-IL 2'-E' .d4' 5'-0' FLOOR PLAN NOTES • ALL DIVISIONS ARE PROM PACE OP 1 V BLOCK WALL OR NOW OF FLOOR BLAB) TO FACE OF WALL 67UD UNO. - ALL INTERIOR W4LL6 ARE B JIF UNO. - DRYER VENTED TWPROUGN ROOF (VM, NOT SCREENED. • AIR COMPRIN BOR NOT CN 44'X44' POURED COMMPAD. PAD =1016 S' PROM EOGE OF STRUCTURE. - BEE SWEET ON FOR GENERAL AND 6TANDARD BUILDING NOTES. - ALL NABRABLE RO" TO NAVE ARC FAULT CIRCUIT INTERRUPTER . ALL PILL FIEIGHf BLOCK WALLS BEtuIEEN FILLED CELL6 UATHOUT OPENINGS ARE "AR WALLA i cl D o _ -_ .--CLG � o � ►' 25, am 1�aEEEEEEEE'o oIEEEEEEUEIo o)III o;,c mom MIN SQ.FT. CALL. S IST FLOOR LIVMG 2,996 SQ. FT. GARAGE 619 SQ. FT. ENTRY 65 $Q. FT. COVERED LANAI 193 SQ. FT. TOTAL 3,113 SQ FT. EIP'�IEaP��0�010� Dow omm Zoe 10WHOD" IEWIIM NDTVE F ACE MIN. ENDOW I® 5 243/-32b CRITERIA EXTERIOR SWING Is 5 23A/-30.1 DR. MIN. CRITERIA SAMD. MIN. 41 5 22.1/-41.0 CRITERIA 16010 OAD. 112 5 20b/-24.9 BASIC FIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=B, MEAN ROOF HT. = 14'-9" 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. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL EOX KITCHEN TSAR REINFORCING AT ENDS OF PARTITION ARIE BASE C 14 BRACKETS AS WALL NECESSARY. 2'X6'X35-1/4' CABINET mr LOW WALL = 2'X6' STUDS • 16, OG. DRYWALL ATYP. CABINET SECTION SCALE= NTS v OPENING DTL. B SCALE: I/2 " 1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7744078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813486.2628 FAX: 8134 W2802 SILVERADO LOT #4 BLK. #13 [pa0imcTio 03719.000-04131 MODEL' 2795-B GARAGE 8WINO: LEFT PAO& FLOOR PLAN 150 MPH EXP. B 117 L'wT62W 6/11120 D BCALi: 1/4"=1'-O" WEEICT Al W-4' BRa. V S' e 0'-0' FIN. I m'-a, G D T S'-4' BRG. HGT.e, - 0'-0' FIN. FLR m'-S' G D I _ v FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER PBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH ,�•/-20'-1' SLOG. HGT. ROOF 10'•0' NE'� EL W.T. a• RATIVE ER CCO WA CAP 'R0 0 FIN . FLR '-8•GRAD MIN.) - ,oS'-4' BRG. HGT. AREA OF ATTIC NET FREE VENTILATION AREA REQUIRED REQUIRED VENTILATION AREA VENTILATION AREA X SQ. INCHES PER FT. (144) MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC RIDGE VENTILATION AREA 3972 SOL FT. V 300 3972 /300 13.24 = 1906.56 SCIL IN. _ .5 X 1906.56 115 SO, IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTAL#OF VENTS PROVIDED - 9 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ----------------------- I I ( I PRE-ENGINEERED I I TRUSS I S'-4' BRG. HGT. I � I I I (2) 2XI2 BM I I I�-0• e I 4x4 P.T. POST I � III I FOAM CAP I I I I STONE VENEER 0'-0' FIN. FLR -- -- — — — — — — — — — — — — — — — — — — — — — — -- ACOLUMN DTL. SCALE: 1/2 • I'-0' I/ \I I8'X20' I _ = LOUVER LOUVER DTL. B SCALE, 1/2 . 1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA k: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 186-2628 FAX: 813486.2802 91111111113 avBDIV & LOT SILVERADO LOT #4 BLK #13 PROJMCT# 03719,000-04131 MODZU 2795-B 6ARA0ffi OWMG: LEFT PAGE. FRONT & REAR ELEVATIONS •, B„ 150 MPH MR. B 9'-4' BRG. W.T. 9'-4' 5R3. HGT.44, o OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT El ----------------------- ---------------------------------------- OFF RIDGE VENT --------------------- LEFT ELEVATION TEXTURED FINISH STONE VENEER TO ISE INSTALLED PER MAt PACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT WINNEW INK w N E ml RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO DE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 9'-4' BRG. W.T. 0'-O' FIN. FLR. 9'-4' E3RG. HGT. 0'-0' IN. FLR 0'-8 GR DE MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-774-407B www.abdosigngroup.com AA is 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813406-2628 FAX: 813486-2802 avaD:v as I.OT SILVERADO LOT #4 BIX #13 PROJECT# 03719.000-04131 W0DEL• 2795- B GARAGE awtNG: LEFT PAGE: LEFT & RIGHT ELEVATIONS ' 150 MPH EXP. B ELECTRICAL LEGEND SYM DESCRIPTION 'NB' TANDARD SWITCH -4 -WAY SWITCH -WAY SWITCH IMMER SWITCH HE BUTTON ISGONNECT i RMOSTAT NGLE RECEPTACLE (12Sv/10-AMP RNGLE POLE) �V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT RUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 4P: XTERIOR WATERPROOFKFI CEPTACLE (GROUND FAULT TERUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR OUNTED) go 20V RECEPTACLE (4 WIRE CTOR) L MOUNTED LIGHT (LNG MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT OOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FT-) am BULB LIGHT FIXTURE a9GB BULB LIGHT FIXTURE &b BULD LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN NDER CABINET LIGINT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® x4' FLUORESCENT LIGHT !SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) HT HT(VAPOR PROOF) UNTED LIGHT WITH J-BOX NL tLECTRJCAL PANEL !FIELD VERIFY METER (FIELD V5rcIrT L MOUNTED) -BOX (CEILING MOUNTED) (LNG MOUNTED FAN B VENT FAN (i CFM PER SQ. FV JACK Q]SMOKE DETECTOR (CEILING MOUNTED) ®=Lwa "xm war MOUNTED) IMES TV JACK _<_ PORT NOTEATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TODE VERIFIED E HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF"CFM INTERMITTENT PER TABLE MIbMA OF PBCR 16TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMI°ER-RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER MID '1S% OF LIGHTNO MUST dE ENERGY EFFICIENT 7� PE PER FEL ENER(5Y CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th eDlnoN RAt04.1 ---------COVERED LANAI---------- r------- OWNERS ----r FIRE -WIRED j SUITE i CAFE CLG FAN I I I OPT I I I FIXTURE Q I I / WP / \ I / ` `\\♦ _ ' ; I � PRE GPI -WIRED \\I ------ CLG FAN ��\ \ - _ ----- \ ------------------- 1 8D/CO \\ � \\�� i// / SD.G4'-4' I 4'-0' 1`---�� �T 7----------------- I 1 I GREAT ROOM i IS, i,14F I- j I 4J I Ol►NER S i � i sm aEiTPT� I• I I \-� I FORM R(g/ I PRE -WIRED / - GFI / Il%TA fI I i —t CLG PAN 9 \I I �-� IUTCHE,N /h d =____' / ----------- II ------------------- MULTI—GEN BEDROOM \\ I / GPI \\----------- - PRE -PLUM \ - L.T. 1 1 1 \ DININGr-----------1 ROOM CLG FAN LAUNDRY i----------1 • M I � ;---� \ I I I I CLG FAN ------- isG- i PRE -WIRE L- - - - - - - - - - - -) �i II MULTI—GEN--------i Q LMNG ���/' ®j \ 1 ROOM I ® I /sD/COI \Qy I I \ \ I PRE -WIRED / \ I CLG FAN I I \ I L----------------- JJUWAI \ I I \ GPI E 44' - - - - APP AFF. L - - - - ASREQ. / 1 J I 1 PER BLDG. WALL MOUNTEDI \ CODE �L l.t LIGHT W/BW H IN ATTIC \\ \\ 3—CAR GARAGE -'--------\�r' CLG. GPI OUTLET (CLG. GFI OUTLET / METER FOR OPT. I FOR OPT. GARAGE DOOR (GARAGE DOOR// I GFI FIELD VERIFY OPENER I OPENER / G GFI I /// CPAL FOR-/ IRRIGATION I HIMES L I OUTLET / I I —/' ------- 141y ENTRY i f OPT. OPT, COACH COACH LIGHT LIGHT '4 o PRE -WIRED CLG FAN W P Panel MAIN - A PANEL: all 6 Wp wL bre&kw VOLTAGE 120/240VAPh MAIN: 150 Amp M.C.6 FEEDER:3-e1 Cu TMVH & 1- A6 Cu (G) In 1 VP C. OR 3-e2A AL THIN & 1- 4a Cu (G) In 1 12" C. Wln Pel• Nr WM eteult CRW WaW ` FW Ynn e0 1 m etl••w CYI•FRM 11W 1 2 •O 1 x 1 m MBWen F1"1p tam a O 4 8 NW GU.-1 m 3 e10 c • T e PANEL -A PANEL: 42 wt breaker VOLTAGE 120/24OV-1 Ph MAIN: 150 Amp M.L.O. FEEDER:3-e1 Cu TMNN & 1. e6 Cu (G) In 1 1? C. OR 3- e2N AL THIN & 1.46 Cu (G) In 1 10C. w1W MN Mr 0•M wdW OBaWI Qt WN• tMwr a•e Fw Wln eta B"M 1BW 1 2 BOW m T 2 M a12 1 a MVWw./tbw eR INS ] 4 N2 1 m wApp— lam 5B 4eep •wwr• m 2 nB •12 1 m " Im •12 1 m 1•at •ws AFq 1Wp 9 10 12W .- m 1 02 aG 1 m 9•h-R +2W 11 12 +eW h• _OFI m 1 012 M2 1 m F •rllM/L AFa I= 13 14 6000 OR m x w0 N4 + ri tA••liep• lwll AFa eW +6 14 B 11 1B 1. ••Iwr BR m 1 W2 •N 1 tp aDlaO AFq 9W 19 m +OpO mtIb• OFl m 1 M2 M2 1 m e•aE&E/e•nm AFa 12W 31 m 22 31 I= 900 lexl"br Lb A— 4ew Nq SWAFa m 1. 1 1 N2 BN 8 m m 808 B•hm• AFa 16 1 e14 n m 1000 shr De" m 1 ell » ]t m 32 loop W1ewW m 1 Mx as a. s • s • m 3t M m s is z M AF ANiI 5KVA • MY wM 39 4e a 41 42 LIB• to bT•k1KWEetuMM•/Bn 164W 21 LewN•pbbN•MM"ulelBWn•AIM • r u ne: =RENATION8: AFW. AAC FALLTCWCMTNtI]•PUPIER IN; IgNCONCDlNTLOAD •w: arrow FALLTIM�WRIER TOW q•e •ugNl loenpe.nm 431W F9.1 teWew!• • +peR 1W W 'MW ••O% 1Dx10 RIM A/C ••a MM 1os acuu. LOAD CALCULATION M BASED ON AC NON -COINCIDENT LOAD T••I fw•sl•0 Le WMb IDwa r.W •/24e wa apa Gwwral Lighfing & Rae taeN Loae RW An: c un ra• 2115 c•wrwal2«aw/ FL rues �+/+• 1 tla5WA1 tl100% i5 Ttl• O•wM Lvt. & n•e M• 8450 I I I LED LIGHTING LED LIGHTING --- \ @ SINGLE LAV. @ SINGLE LAV. I MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH l a I r i I ---H'��--------------� LED LIGHTING LED LIGHTING @ DOUBLE LAV. ® DOUBLE LAV. BEDROOM 4 AND 03 BATH OWNERS BATH / vP CU IN 2' CONWIT OR D V%AL. TMaN - 1%CU IN 2• CCONOUIT (CONDWT TO TEMNATE AMWA SOFFIT • OVERMANW �I 150 AMP ELECTRICAL RISER NOT TO SCALE. COr.TICN aQRVIC6 E0 AMP DISCONNECT WITCH AND 120F240 VOLT GENERAL NOnEa M ELECTRIC FETER IN 1PMASE A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NIMA 3Ia ECL.CGLM PANEL C0MI-LY WITH BLECTRIGAL PROVISIONS OF THE MCAL&18 \ PRE -WIRED EDmaN c2en) LOCAL CODES, AND ALL LOCAL POUR \\ CLG FAN CONTANY RlGfWRBlNTS. 180MP \ D. ALL CONDUCTORS SMALL OE TYPE TMMN/nAW UNLEWW NOW OTNEf%LNC. \ \/,1 \:J TELWR+CNE tMvIC! CASLE tILEVEION @IiRANC! WEMKE BIIRANCE QGUR•r�rr SOIIFT'BJT MANY BEDROOM TRa++QR NTERSYSTEM Boom g9 TERNNAL AT LOW At MEADQ VCLTAW CONNECTIONS PR"CIN 00 AMP, I20A40 VOLT, I PHASE SQCQDARY ELECTRICAL SERVICE PRDNOQ D -1 COPPER (0)) N 1-1641' DW W4aVULE W PVC CQOLNT OR PRDVIDQ D 12 0 AL01INJ9 (AL) N 2" PIA SCHEDULE 80 PVC 1 V CU SERVICE GROUO CONNECTED TO CONCRETE ENCASQD FOOTER STEEL F!R MACTRICAL P MSIOIS OF THE PWR AtIH EDITION r701T). MY THE COCTMC LEWSWERVK0MIN ELECTRICAL PLAN TSUT1 CLECTIEC COI'TANY. COORDNATQ In4 TFE QLQCTRIC S/8" DW X • W LONG COPPER CLAD 4001,ND ROD CA"PANY FIRM TO END. SCALE. 1/4' a I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77446076 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003326 DRAFTING BY: NESEEIII A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 93634 PH: 813406-2628 FAX: 813Ni>R-2802 SUBDIV ee LOT SILVERADO LOT #4 BLK #13 PmojmcT# 03719.000-04131 MODEZA 2795- B GALxAGE sWING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP.BE B Dpmcr ATE: /20 SCALE: 1/4"=1'-O" limm E1 a HIB . _____________________________ I I I — — i I I I I I � El I I 9 '•5' 12'-II' I 1 1 12'-6' 22'-2' rt 42'X I 60• I � I I TUBOFI O II Qe> D I I1X I s = AV. --- � I I I I 9 II ct OPT a+ i4 m — REF. v_ a �-� �-- - — — — — --_ — ----_-_ m N Q I L.T. L II Q I II I I KITCHEN SINK UU AUTO VENT I il'p-p-�ii iv 1 I a 2, VTR 2' VTR 2. OPT„ I I/1 2' VTR iL - 1 1/1' 2 1/2,i LAV 2S'-9' I 20'-3' 2 U1C 1/2, 1 1/! IQ 2' VTR 2' VTR LAV LAV 3 3' TUB LAV 3 1° 1 1/2 � _ TUB 1IR LAV L.T. 3, 2' 2. 3 3' 3' 25'-9' 2'-6' 21'-9" BNUJR 8F*UR WC 2 WCRE-PLI1M8 11/1' 3' 3' LAV _ AV. CO r I 2- TO MAIN 0 1 ----- PLUMBING RISER r -, I I j L-----� 38'•9' 6'-10' 2'-6' 1'-11' I � I — N6 I I PLUMBING PLAN SCALE. 1/4 • I'-D' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdsslgngroup.com AA N: 0003325 IF DRAFTI744 NG BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2628 FAX: 813888-2802 ounDiv. ae LOT. SILVERADO LOT #4 BLK #13 PROJECT* 03719.000-041 1 MODEL' 2795- B LEFT PAGE: PLUMBING PLAN %150 MPH EXP. B .2W 6/11/20 SCALE: 1/4"=1'—O" 8HEET k. P1 ■- HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS OWALL BE CONSTRICTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FOC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALLNat BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT CUTLET S. ALL EXHAAIBT AND OUTSIDE AIR INLET DUCTS, STALL DE CONSTRUCTED OF SMOOTH 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 603J 1. 15ATWROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8 ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO dE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILING 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. RECt"IENDATIONB AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DDF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETUPIN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD (� CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER - PANS W/ DRAINS ATTIC SECURE STRAP TO CONC. CONDENSER CEILING EXTERIOR WALL W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP O O OR EQUAL PLENUMAUMECWANICAL AIR RETURNON AND LIQUIDAIR SUPPLYGERANT LINES 4'CONCRETE SLAB SECURE STRAP 70 UNIT W/ (2) #BXI i/4• BHT. MTL. SCREWSAIR HANDLERCONDENSER UNITRIOR WALLVC CONDENSATE DRAIN LINE CONNECTION TO PADEVAP.TRAYLEEVE TO LINES BELOW SLABNOTES MAIN COND. DRAIN 3/4'DIA REFRIGERANT LINES TO OVER HEAD • 12' FROM STRICTURE PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVEp DRAIN, AS PER POOR 6TH EDITION (2011) SLOG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRA88 PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V): OPTI/BPEC (I)FLOOR SLAB CLEAN -OUT (TYPN COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED TS gEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE. 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138B8-2828 FAX: 813-088-2802 SILVERADO LOT #4 BlK #13 PROJmCT* 03719.000-04131 MODZU 2795- B GAP-AMs 8WINCs: LEFT PACE: MECHANICAL PLAN 150 MPH EXP. B t� aw 6/11120 SICAta: 1/4"=l'-O" wmxmT M1 2X4 TOP PLATE PLAN PRE -FAD 7 TRUSS IR' CLG. OOARD IR' DRYWALL - TOI- SECURE DT. — PLATE TO SLAP W/ 10d MASONRY NAIL • 32' O.G. MAX FIN. FLR 2X4 WOOD STUDS *24' or_ ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE IV O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (a:)TYP. INT. WALL NON-BRG. D 1 SCALE, 3/4"-1'-& FIBEFWILASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908JJ ON J' OAS. SHEATHM OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i'-0' TYP. O.H. 0/8' GYPSUM B! OR 1/2, HIGH STRENGTH CLG. BOARD B' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'•I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION '--R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES ; SPECIFICATIONS r /—REFERENCE / STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. e' CMU 1/2' GYP. WL. DD: WOOD BASE — 0'-0' FIN. FLR�, a a. a ° q' n W/ WINDOW OPENING a FIBERGLASS SHINGLES OVER O30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.IU ON O.S S. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS 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 a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (2) LAYER ERIUNDERLAYMENT SYSTEM D1 SCALE. 3/4*-I'-0' IS RE42,IIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 2B GAS LINE THRU BLACK rs FIBEIGeL.ASB 614MGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON J' O.SUS. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE O.P. 2x FASCIA PER ELEVATIONSY / VENTED SOFFIT y/ PRNG. L E-EADLE SS TRU WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR S' CMU W' THICK 2 COAT - PORRARG CenwT PLASM AP PLIeD DIROCTLY TO MA60NRY Rea PAOTOOD TO TRACK aRACKM w PwODYOT APPROVAL Rea OWNER aeAD vCm= aTRICTURAL Pam IRNgeCCI�IT APPROVAL PI§Q GRALANT . 6ACIaIa ROD 3 GARAGE DOOR JAMBS D1 SCALE:I1/2*-1'-0' ,-2X4 OFF 24'Or— MAX. - SECURE W/ (2) 12d NAILS • EA. END 2x EU-OCKING BETWEEN TRUe -PER STRUCTURAL DETAIL STIPFBACK AT ALL UPR49 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENEWXY CODE FORTS FOR INSULATION R-VALUES ,. PER ELEVATION S/8' GYPSUM BOARD OR 1/2' Wrik STRENGTH CLG. BOARD R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS •Ix2 P.T. PURRING — STRIPS • 24' O.C. 1/2' GYP. WL. W.- WOOD BASE — ti W/ WINDOW OPENING FIBERGLASS SHINGLES OVER P30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908JJ ON I}' Oba 6HEATHMG OR }' CDX PLYWOOD SECURED PER ®. FASTENER SCHEDULE TYP• MTL. DRIP EDGE OJ1. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. LADLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY F-01 0'-0' FM. FLR B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL 1 SCALE. 3/4'•I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL312750 PH: 407-7748078 FAX: 407-774d078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813406-2628 FAX: 813F86.2802 O 4 RRR EIUDDIIV. & E SILVERADO LOT #4 BLK #13 03719.000-04131 MDDMX.: 2795-B GAP—*.OZ SKIING: LEFT PAGE: DETAILS 150 MPH KXP. B Wj!! 2X6 P.T. s CENTER OF DOOR HEADER SECURED W/ (1) V)• X r J.DOLT UV 4' MN. EMDEDMENT 10/2' X 2' X VO' IVA"It 4 NUT OR YV (2) V/' X S' ANCHOR BOLTS W/ 2' X 2' X VS' UTASWER 4 NUT m U] 7811CURE 2x4 ON PLAT TO EUJC ® Iw MASONtY NAIL& 2X6 O.4R4G8 DOM RUCK SECU IM YV l T IN. 19" WI .NT, IW R ® DOLTS. W/ 4' MN. B'EEDMEHR, IlV 2' X 2• X VS' ULASrER 4 MR. (U UITNN S' OF TOP. (U WT14N S' OF THE 8TM. (D)EV CY BPACED. III ® 0 NOTES• ALL ANCFIORB SHALL BE N ACCORDANCE TO MANIFACIU INTS INSTALLATIQ4 NSTRIGTIONS W4EN a,,..., CJaTWL1 rIGMa AMP N� AT� GARAGE DOOR 1 BUCK ATTACHMENT rota. w•.r-r cm DRYWALL A' OR I'X2' P.T. NAILER ❑ SECURE THR'U FRAME 4 EXTEND 144' INTO BLOCK ❑ W/ Il4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I-Y4 WITHIN 8' OF EACH END t 16' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 I/DIDOR TO BLACK +3 4 OR +5 4 A SCALE: N.T.S. 2X4:aa SEA�STBLOCK W/ Il4' OR (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK WR-i4' TAPC0WMK SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT 149 WITHN 8' OF EACH END 4 8. CMU 18'Or- MAX SPACINCs V DRYWALL 2X&,m ❑ VX4' OR I'X2' P.T. NAILER SEACURE BLOCK W12-14' CASING PC4"TO (MIN SHANK SIZE .W5 N HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTA,CH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IB' orMAX SPACING. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8` OF EACH END 4 NOTE, STRUCTURAL 2X 18' OrC. MAX SPACING. MUST BE ON OUTSIDE 4 2X&m SECURED THRCU614 SEA SO BLOCK W/2-V NCN-STRUCTURAL IN.' M15EDMENT INT (MIN. SHANK SIZE J45 EONMIN. I TO BLOCK MIN. HEAD SIZE 300 EMBED MR EMBEDMENT I Y4') , CMU WITHIN 8' OF EACH END 4 'DRYWALL 10' O.C. MAX SPACING.m ❑ I`X4' OR I'XJ' P.T. NAILER 2X& SECURES TO BLOCK WO-%, 74' O.S.B. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAIL& 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4J / rl �011 NAMB !)Oy TO BWKKK 1116%18�" E, N.T . 2X4,m SECURE" BLOCK W/TAPC4414' ISTO IMIK. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE- STRUCTURAL 2X 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR IXa' 1 � TAPCON MIN. I144' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MN. DEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 9' CMU WITHIN 6' OF EACH END 4 K' DRYWALL 18' OG. MAX SPACING ❑ I'X4' OR 00' P.T. NAILER 2X8� SECURE TO BLOCK W/2-I14' CASING TAIRCONIS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I A') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURES DETAILS. IV O.C. MAX SPACING. NOTE: 844IM A$ NEEDED TO FLUM15 JAMB (DO NOT EXCEED Y4) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1//2" DOOR JAMB TO HIACK +2 �� 11DiDOR TO BLACK +1-1/2' D VDIDOW TO BLACK +2 1/4}" " SCALE: KT . '� AL , N.T . 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL ZX 18' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12-V.- NON -STRUCTURAL TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIK EMBEDMENT 149 -. DRYWALL WITHIN 8' OF EACH END 1 10' OZ. MAX SPACING. ❑ OR I'X2' P.T. NAILER 2XBam F4' SECURE TO BLOCK W/2-21(s' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE MO MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18, O.C. MAX SPACING. MANUFACTURES DETAILS. sale. s,In w rmm ro Host As7s roe Her s,a�A•+. DOOR JAMB TO BLACK +3" 111NDO1F TO BLOCK +3" " SCALE, KTJI. 2X4m SECURE TO BLOCK W/ 4)4' TAPCONS IMIK SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1Y4J WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST 15E ON OUTSIDE 4 2Xi,m SECURED THROUGH SECURE TO BLOCK W/2-i4' NON-STRUCTURAL Il4' TAPGONS(MIN. SHANK SIZE TAPC.ON MIN. I-Y4' J45 EMBEDMENT INTO BLOCK MIIlL HEAD SIZE 300 MIN. EMBEDMENT I Y49 8, CMU WITHIN 8' OF EACH END 4 l/)• DRYWALL 18' OG. MAX SPAGNCs 2Xbm ❑ VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK 2X SECURE TO TAPGONS(MIN. BHAI'K SIZE K SIZE UCTURAL MEMBER lava 145 JCJd WITHIN B' OF EACH MIN. HEAD SIZE 300 4 6' TO 8' OZ. MAX MIN. EMBEDMENT I Y4J OOR CASNG WITHIN 8' OF EACH END i DOOR JAMB OR WINDOW 10' O.G. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F E. KT . 2X4m SECURE TO BLOCK W//4' TAPCONS(MK 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 IV O.G. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL Ills' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMXI B D MIN. EMBEDMENT I YEN )¢• DRYWALL WITHIN EACH END 4 18. OZ. MAX SPACING. R 'X4' OI'X2' P.T. NAILER 2X84m ❑ SECURE TO BLOCK W/1-1/4' 36- OAJ5. X 4' MIN. TAPCONB (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4J DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 10' O.C. MAX SPACING. MANUFACTURES DETAILS. „01411ay Mrm�sD roFHes1lllf (DO11ar a,00soX•1 DOOR JAMB TO BLACK +--71/ 18' G+ R, A BLACK +3 N 2X4m SECURE TO BLOCK W114 TAPCONS (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y•') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' OIC. MAX SPACING. MUUST BE CN OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL TAPC014S TAPCON MR I -A' (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MR I4EAD SIZE 300 MIN. EMBEDMENT I Y4 JIMMANUFACTUIRES ' CMU WITHIN 8' OF EACH END' DRYWALL 18' O,G. MAX SPACING.X4' OR PX2' P.T. NAILER SECURE TO BLOCK W/1P.T. X 4MTAPCONSOOR CASNG IMIK SHANK SIZE J45MIN. HEAD SIZE300MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH4 TO 2X PER B' O.C. MAX SPACING. DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3 3/4' H +3/4 E, T 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdasigngroup.eom AAA: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 818$88.2828 FAX: 813888.2.2 04 munDIV. Se L.OT SILVERADO LOT #4 BLK #13 PROJIECT# 03719.000-04131 MODCU 2795-B GARAGE SKIING: LEFT PAGE: DETAILS 150 MPH/W. B UN D TM 8/11/20 8CALlM 1/4"=1'-0" BHZICT D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS- 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10442.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-113 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15333.8 - R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 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 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH:407-7746078 FAX 407-774-4078 WWWAbdesigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�88.2828 FAX: 819S8&2802 lVHDIV. &e LOT: SILVERADO LOT #4 BLK #13 03719.00 -04131 MODZI, 2795-B OA %AGZ OVUM: LEFT PAC=: PRODUCT APPROVAL LISTING 150 MPH EXP. B A. AI NO KW D6/11/20 NCAL70: 1/4"=1'-0" nice" D3 Flt CONTROL JOINT'S 1LA M OF CONTROL JOINTS Td BE WIRED TIED TO LATH • V OG MAX (VERY.). MOM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCIF'r STAPLES W/ V LE0 MAY BE USED TO It 6EO RK CONTROL JOINT DURNO INSTALLATION —� FADMm TO BE SPACE • l' OG MAX VBITICALLY / J' TW 8 COAT CEMENT PLAUAUD LATER •2, PORTIFEER BUILDING PAPER APPROVED META. LAIN FASTENED *1' (VERTJ Or— MAX AT eUIP PONIS UM LAYER'L STUCCO URAP IIIOOD "AT14M LATH SMALL NOT - BE CONTINU" 4• TO vDA v To r TFSh7U014 CONTROL \ JOINTS BUT SHALL EE &TOPPED AND TIED AT EACH DIRE. PER ASTM C1066 PROVIDE FLA2X4T MAXSLO6'T TJBJA PLACED PLAT MAX. T TO S' PIS01'1 CONTROL JOINT ulHmn CONTROL JOINT FALL& ON AOTE1EIm POR LATH TO ISE NAIL6 � i eTRUC1U1ly. STUD STAPLE6 IN COMPLIANCE 11111 ASTM CW61 2. WIRE TIES TO EE (MO. W 004T6• WINE / A ELOCKINO SHOW MAY EE IN ADDITT \ TO WALL 6TUDS REQUIRN D RR PLAN II/ O"M" TYPE CONTROL JOINT Ot PCLD twunrO . Pr. A O(TOLD /DtslO R. A L CLAN • In. 0 1. CLAN. F.c . Tr OL POLD IIEar0 4 Pr. A a OMAO! . Fr.0 noLo •q ® l Pc1.D aE1aM . FT. A a. CMAN • PC 6 IL C EAAE . Fr. c A. PCLO Fr. c cp 7m Pr. • ml. PT.O ToLlewn 11101TOM PLANT! morrom ~'W0111 wn4Twrt tmoir. tm T COAT NO", APPROVED OUILGIM IIlRAr &HALL OL LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL SMOG) 4 6' • HORIZONTAL LAPS. ALL SEM1e HEED TO of TAPED IIETM FORTIBER 6HEATMINO TAPE / PrK iX•rRAL utN M lY_�OLY L AYER 7, ►CWV90RR W. PARR 2 SCALE, I _ 1 v� Q KIC KO UT DETAIL I ~hv I rtim � I �L T W ORAL (eEo am IIrTALL 1C10rgR AT.onoN Q troa . Nnlwc„ow LATH VERTICAL LAP TO BE P NETAL LATH OTUCCO IRSAP NOTEL SIDE LAPS OF METAL PL46TER BASES SHALL BE SECURED TO PRAING MD=I & THEY %FALL BE TIED BlTUEEN SUPPORTe UTM 0,0416-N. Ml-M ) OW AT INT6RVAL6 NOT MORE THAN 9' (220-M1A A6 PER A67M C1063 T.J. FOR REPAR OF TEARS IN UAm LAYERS, TEAM MAY M PATCHED WA40 C UIUAP TAPE PER MANUP. SPEC. OR REL 4 6TICC UIOOD 6MM71 BUILD! PARP eTUCC i' TWCK, S COAT CEMENT PLASTER METAL LATN UURB LAYER -2. FORTEISER BUILDING PAPER U ND LAYER 9, STUCCO IIRAP WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB a TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING i (NAIL TO ROOF DECK, NOT 76 WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, 17-111, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AND OVERLAP ONE SIDE O!° SELP-ADIEW43 MMIMPtA E RA M CUT -A P OF 01 ERING OR NE �� STEP 42 STEP PLC Ulm LAYER 1 eTUCGO 914AP Ulm LAYER -2. PORTIPUNR BUILOM PAPER METAL LATH &*,*' SILP-ADFERINO nBLIBRAME PLASWINI8 OVER 4'1r4'. SELF-ADHEIMNUi MEMBRANE INSTALL PA%TENERD (CLIP%, RLASHIN6 OVER APPROVED %TRA•&, STAPLES) AD HDu" WRAP. REQUIRED TO SECURE PLA WNG TO EXTEdD ONTO PIPE PIPE( UPS TO PRATING 4'!4• %ELF -ADHERING MEMBRANE ILASM14 OVER APPROVED HOUSE ut P. FLA%HNS TO EXTEND ONTO PIPE 36* CONT. DEAD OF SEALANT INSTALL AP 440YW WCUSNV~ AR INFILTRATION SAIMER OVER 6HEATMING ELAISTOM I C COATING OVER 6TUCC0/ C.V. PIN1614 (SEE TYP WALL SECTION) SECTION RCMlTY Exarior ase of partlaW cement plaster shell canply eAth the application re*dwr nts of ASTM C 92412A. InstaAetioa d axterlor lathing ale rremin9 shell comply Wth ASTM C 1083-12A. IPE PENETRATI 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 R"103.11 / ASTM C-84-1-0g, MIN. 2.5 LBSL PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RE"AN BLVD. ORLANDO,FL3276O PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.eom AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 TAX: 813888.2802 •L78DIV. as LOT'. SILVERADO LOT #4 BLK #13 03719.000-04131 MOD= 2795-B CIAR"S *'WWQ: LEFT PAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B JDACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE E>04AWT. SEQUENCE OF FLASHING TO ISE, L BOTTOM_ 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP Alm SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTION APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALLUDE& CAULKIJG • JOINT ALL PER SECTION R703.7 ExOubr WWna and DNNB1810 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. UM LAYER h, STUCCO WRAP I .: HOODED VENT yl TAM 3 COAT CEMENT Ij' METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) :1 SHEATHING LAYER -1, CO WRAP LAYER 4, FORTIFIBER wom CONSTUCTION —METAL LATH 8' CMU VINYL CASING BEAD 6' RA16ED BAND 7G• TO x' MID.uuLL :�. � WEEP eOEED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASLNRT BEFORE APPLYING Z FLABH9IG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI I0R I00"s Vol DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - . - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO _lam � � - - - ►. %////////////I SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-64-1-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' 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) 0 BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPEC6.) BUILDING PAPER — UImER 'QUICK FLASH' A VENT PENETRATION SGALEN.TS. AAI�cN I V IicI.CI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 4, FORTIF15ER BUILDING PAPER I}' THICK, 3 COAT CEMENT PLASTER Yo' TO Ya' MID -WALL WEEP SCREED Co' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEURAP FOR BOX INSTALLATION WR8 LAYER N, STUCCO WRAP WOOD SHEATHI? APPROVED 410U8EUIRAP BELOW -ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA No MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO F(a< EDGE AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING UM LAYER'1, 61UCCO WRAP U47D LAYER 42, FORrIFII ER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL I: • I'Or- MAX V TO x' MID -ILIA, 1 ueEP 6r�--, -- V WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCKI e' WRIS LAYER 7, STUCCO WRAP CUT 'X' INTO 4� SELF -ADHERING # 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #I STEP #2 LAYER 01, STUCCO STUCCO WRAP APPLY 6(21 MIN - GRADE IMELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® ELEMBRANE FLASHING M `MM LAYER 42, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdoeigngroup.com AA 6: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813496- 802 A sysD:v � LOT. SILVERADO LOT #4 BLR 13 PwMj CT# 03719.000-04131 W0D 2'- B GAIIII 8VJN43: LEFT PA42i�: WALL ASSEMBLY DETAILS 150 MPH EXP. B D 6/11/20 OCALJb 1/4"=1'—O" sx�nT WA2 WOOD CONSTRUCTION Ili HAT CHANNEL 4MV TYPE 'X' DRYWALL D SHEATHING —I WRB LAYER -1, STUCCO WRAP i' THICK 3 COAT 1 PLASTER WRB LAYER 9, STUCCO WRAP UM LAYER MR, FORTIFIBER BUILDNG PAPER iP' THICK 3 COAT CEMENT 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAM WEEP SCREED � 6'BELF•ADHEREING FLASHING WRAPPED '��� • TOP OF WEEP SCREED `�, TO SHEATHING BELOW \ WRB LAYER M, STUCCO WRAP , , ' WRB LAYER MI, FORTIF BUILDING PAPER SELF-AV7HEREING WRD LAYER M, / FLASHING WRAPPED STUCCO WRAP �o J • CORNER OF CANTILEVER AMICO AM"-UAUC-TSO ` ` I �2w 4' POSITIVE DRAM /2 na:mP ar_pocn CUSTOM CASING BEAD - -- — — NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL.® CANT. SCALE 1 1/2'.I'-V' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-0S, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M I, RESILIENT HAX C44ANNELf5ARRIER �SIBTIVE i' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL W/TEXTUREO 4 PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER VINYL CASING BEAD -/ L NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE HARRIER Z ' - i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINIBN i' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORP. 4' VINYL CORNER BEAD POSITIVE DRAM WEEP araeen VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) (11 RIP EDGE INSTALLATION EXT. WOW PRAMEC WALL SUM -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER '1 WEATHER F E618TW BANDER O J' TWIC R3 COAT CEMENT METAL LATH WOOD SHEATHING — EXTERIOR GRADE DRY WALL THICK 3 COAT CEME ASTER VINYL 0DAINER BRAD 4- No QAP IN FI ELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO SELF-ADHESIVE FLASHING 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP ED GE PEEL 4 STICK) SET M RILL BED OF 6' PEEL 4 SEALANT,)V MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Ys' GAP FOR BACKER I JJ'XI iY P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot 1 WEATHER RESISTIVE LAYER (2 LAYER PEEL BARRIER M STICK) WRAPPED FROM LLEATHER RESISTIVE BALCONY DECK TO -a BARRIER MI CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN PULL BED OF I NXI 1) I P.T. OR SIMULATE SEALANT, JP MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS RACE TO TREX Yi GAP FOR BACKE VINYL CASING BEAD ROD SEALANT WATER PROOFING 14t FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED PROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER 3 COAT CEMENT PLAHBCKE METAL LATH 5/0' TYPE -A' DRYWALL WOOD SHEATHING W/TEXTURED 4 PANTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER *2 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM name or_ammn VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION Or - SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x--x—x—x EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 GOAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHINCs • 'I' O.G. MAX. N a; WRB LAYER 01, STUCCO WRAP s WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (14 CORNER BEAD Ca? FRAME L 2 1/2, L �'� CORNER BEAD (FASTENER 4 SPACING B 1' O.C.) CMU %G' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK Yi GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD . WATER PROOFING let - LAYER (2 LAYER PER I STICK) :OLU'N SHEATHING WEATHER RESISTIVE BARRIER 9 WEAATHER RESISTIVE BARRIER MI I,' SAP. \ -PEEL 4 STICK r 16W 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I Jj' X 3' 26 GA GALV. METAL DRIP EDGE SET IN HILL BED OF SEALANT,JJ' MIN. SPACE FROM DRIP FACE TO TREX i- '11 EEL l 8T _® FLOOR — J I JPXI)V P.T. OR SIMULATED WOOD (TREX) IAL�AVN ER CONTINUOUS JV GAP FOR 8T OPT. BACKER MODIFIED 9D 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTLIRE0 4 PAINTED FINISH i' THICK 3 GOAT CEMENT PLASTER U EAT14ER RESISTIVE BARRIER 9 WEATHER RESISTIVE HARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. �I)Wx3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I Jj' X 3' 26 GA GALV. METAL DRIP EDGE GET M FULL BED OF SEALANT, Jj' MIN. SPACE FROM DRIP WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FRCM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEAT14MCs 4' POSITIVE DRAIN name Boris -/ / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T." VT_AgT-TTAT(_1 WOOD SHEATHING WRB LAYER M, t STUCCO WRAP' .4 WRB LAYER 42, FORTIFIBER '• BUILDING PAPER -- " METAL LATH i' THICK, 3 COAT CEMENT PLASTER �N 3i VSELF-ADHERING ) FLASHING DRIP CAP WINDOW FLANGE WRB L R M, STUCCO WZAP WRB LAYER 02, FORTI BUILDING PAPER — METAL LATH i' THICK, 3 COAT CEP PLASTER b'SELF-ADHERING FLASHING WOOD SHEATHING WRB LAYER 01, I STUCCO WRAP ! WRB LAYER 02, FORTIF15ER BUILDING PAPER HFN--- METAL LATH (EXPL E J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP ------- WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD. ORLANDO,FL32750 PH: 407-77443078 FAX 407-774-4078 www.abdoeigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 813SM2802 IsTOM a. r oar SILVERADO LOT #4 BLK #13 pltOA=jp 03719.000-04131 MODENU 2795—B OAnAGN MWMG: LEFT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B Dan s/u/zo 8CAM 1/4"=1'-0" /*100)QT WA3 WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDNG PAPER METAL LATH ` 3' THICK, 3 COAT CEMENT\ PLASTER b'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER e2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER _ FLASHING DRIP CAP WINDOW FLANGE CASING BEAD (9? WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) yi GAP TYP J' THICK, 3 COAT CEMENT J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TSEALANT PLASTER RIM METAL LATH ; IX TRIM MEMBER METAL LATH • STUCCO TO ; SIDING TRANSITION WRB LAYER 42, FORTIFIDER BUILDING PAPER SIDING WOOD SHEATHING 4 I WINDOW FRAME /r/ WR8 LAYER 4, FORTIFIBER WRB LAYER h, WRS LAYER M, i 1 BUILDING PAPER STUCCO WRAP STUCCO WRAP 1 E-Z BEAD VINYL G�I� CASING BEAD I (W/%' FLEXIBLE PVC BACKER ROD) I b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING T O STUCCO WRB LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING 1 18 CASING BEAD MEMBER (CROSS SECTION) 1 b' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING �� MEMBER DETAIL BELOW EXPLODED WCOO FOR CLARITY WEATHER Rl616TIVE ISA RIM01 uE6NlHER l'�E616TIVE---'----------------------------------------^- / \ 61DBJ6L .Ap�pp,�___________________________________________ _______ ______ ______________________________ AGWNG M-464 _ \ i WEATHER 11 611YE Y4' GAP TYP i' THICK, 3 COAT CEMENT ` STARTER STRIP \ \ WEATHER RIMSTIVB % ARRIER -1' ' SEALANT CASING WINDOW D METALLATH\ \ DARIVER 7 , GWINS DFERRIG i I � i FLAeR•1rt� � AL GAIN') METAL \ •r FiV WWA I WRB LAYER 02, FORTIP15ER 7 FLMIIMO D MT 1= �°ATIED R WINDOW FRAME BUILDING PAPER WOOD SHEATHING l TIlf1 ier& GAP WYCAULKINS; w ae APRN VBD 89ALANT SIDING TO STUCCO O�iiBfZ • WRB LAYER 01, STUCCO WRAP 0 BLOCK TO FRAME7 9 TRANSITION &' WIDE PEEL 4 STICK OVER FLANGE ! WINDOW FLANGE NOTE: METAL LATH: LATH TO BE PER SECTION R'I03.1.1 / ASTM C-841-IDS, MIN. 2.5 LBS. WOOD SHEATHING PER $a YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, "�'° ��T� STUCCO WRAP WEATHERR�e.1eTnB /� I WEATHER RESST1VE `\ WARRISIe�`A.IVHHEERy F"6TIVC / V MK A lTOP / WRB LATER *2, FORTIFIBER 'WS Vt1JAPGOING / BDAR BUILDING PAPER R i WEATHER: I,VP.6ISTIVE RMR � \\ WEATHER / METAL LATH STARTER STRIP ' I I 'z�' faVDAa+n�+o°L " THICK, 3 COAT CEMENT PLASTER 6ALVDTEta Z' M%A . S ''' aEAT1ERR1lRNenve DARKER-1 TO LAP CASING BEAD @ RAISED S17A�� BAND ( FRAME) SCALE: 1 1/2' a I'-0- OF 'z n.z rSam v1wrI mrNb ME low \ / Ste' .-AD1a3" \ I 1 I ' Tw FLAs�re \1\ UEATNBR 11 OTI've ` f' eAltRtER I �T ER -2 eTlV6 SIDING TO STUCCO \-0-'ATIe2RREs IVE 0 FRAME TO FRAME R ■R -2 19 TRANSITION BAR ERRIER �elenvE L.z 0lAI2 NM7L�PSRdD Ndb="�- / \ E-Z BEAD VINYL CASING 2X FRAMING —/L (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ------------------------------------------------------------------------------------------ 6A Ez BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH X—X—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: SIMBS-2628 FAX: 813886-2802 sVSDIV. ae LOT: SILVERADO IDT #4 BLR #13 0 a 00�-04131 mcps .9 2795— B GARAGM Owner. LEFT PACs: WALL ASSEMBLY DETAILS 150 MPH EXP. B IF P"4 = WXNEYIFAP TUCK P AT 40'ANGLE AI HEA MOD09E0 11, CUT TN N NOUSEGur, LINE OP WIMDOWI Ore" FOLD N AT � I APPROVED HCUSV~ OVER SEATING OVER SD GTD WALL SLOP STEP 1 VNYL HEAD FLASNNG (MTN END DAM NAILNG PLAMM AT NBTALL VWM CAP DKIDC TWILL MN / F BEIBL SILL \7/` FLEXIBLE PLASNMG DO NOT SEAL BOTTOM -� RN STEP 6 ALIGN PLASMS BV SR. now Q GILL MO. PI.CIMNCALLY PACT V 4 PANED Room (CAP NAILS, GTAPLEU WALL DUPONT PLDBGBAP A6 TH !LAMING AT THE POLD HOUeEURAP DOIN A TAPE DIAGONAL CUT B ACROSS HEAD OP WINDOW UHMDG AND HEAD a N"PLY TO SACK OF M470W NAILNG LANCE N LINE UV 'I® -PINCHED TOLES OR GLOM. WTALL 8' BIDE ADHESIVE SACKED ILDtlSLB PLASM MATEItlAL OVER OMP GAP AOMT (PROMTOARAP OT-20M w EQW) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 blam L IT a THE CQRACTOM REL-C"VSILTY TO V!R!Y TIE COMPATIMLITT OF ALL PRODUCM NCLWM HIOUSCI{BlAP, SEALANTS / OW-ADHERM PLAMIMG MATEEAL8 USED OURNG CONSTP114TIt TM 2. WALL ALL MATEIEALS PER MANUPACTUREIM MtlTTEN SPECIICATIOM MWINOL S64LA" MAY REACT ADVLRBCLY S NOT COMPATMA-L E- AND REAL JAMB TO SILL JOINTS T. DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK IlE�PAIR SCHEME SHOW BALL BE IMPLEMENTED AT ALL UNNDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING �1121P- AL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32780 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AAA: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMOM CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 81348S-2828 FAX: 813488.2802 ' 'd BIII1111113 SXMDty ae LOT: SILVERADO LOT #4 BLK. #13 PMnMT# 03719.000-04131 MODZ&& 2795-B GARAG 91 tare LEFT PAOm WALL ASSEMBLY DETAILS: WINDO FLASHING 150 MPH EXP. B uuv ZmTm 6/11/20 ECAXM 1/4"=1'—O" sti>Q>" WA5 ,/8' TEXTURED .' FINISH • WOOD, .. / -- - -- ---. ------ /.�..--'- - --a 2x6 SUB -BANS 1/2' TEXTURE 0 FINISH • CHU x .. .: . •. ' W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL PABGA WRAP METAL LATH WOOD SHEATHING oR , x x x x x x x x x x x x x x --- - — -- -- / f I' -- ,! P � UIRB LAYER h, x x x x x x I 4 -------------- --- ' DRIP EDGE \\ STLK= WFAP(FRAME ONLY) WRB LAYER 12, FORTIRBER BUILDING PAPER x x x x x x x x x x x x x x x x x x x x x x x x - I I 1/8' I ✓! j 1/8' TEXTURED I\ FINISH 6 WOOD I \\ 1 -- 2X6 BUD MAND (FRAME ONLY) ROOFING 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 i FRAME OR CMU FELT PAPER i 1/8 1/2' TEXTURED \ x x x x x x x x x x \\ FINISH a CMU j \ x x x x x x x x x x DRIP EDGE \ I \ DRIP EDGE \� METAL FASCIA \\ WRAP Ye' FROM \\ C P L O METAL KICK OUT x x x x x x x x (REFERENCE POINT ONLY. FOR WALL OFF f STUCCO, FROM I' \ WOOD WALL \ >�N x = SET OF COMPONENTS) EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ol ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) `` 1 �1/6' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATIQN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND U AN 'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W—/KIC K—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/Wx4' NOTCH A END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32780 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA N: 0003325 pr DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAA: 8134MG-2802 I mm iumiv. a LOT. SILVERADO LOT #4 BLK #13 !7 onwTip 03719.000-04131 MOD=- 2795— B GAJtAGs OWD90- LEFT "'WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B em_1" SLAB C 30'-8" 19'4" 3'-6" v 27'-2" sw m ra- ol I"Id I 1 1.1 .1— — — — — TE-1 — — — — — IL ` — 3' -2" 3'-2" 10'-3" 8'4" 4* CONIC. F2-30X301 I SLAB w I 4' PVC \\`�\ F1.30X30 w �a � \``\ CHASE 4'4" 9' 2" 5' 10" I CSii \ , 31/2+ ` . 1 INS 1" PVC CHASE — J M-16718 (o FOR ELEC. @ ISLAND Y EXTEND SLAB 1 112" 1 ILLS I \ t`7 -- -------- OP TOF$ SLAB 13,_2" I L TE 1 \` \\ -3 1/2 Iw FT 12 \\ 4 1.1 ` 1 20'-8" 29'4" I .I I I I I I H TE2 I I I I I I — — — — — � L---- TE2 J 1 — — — 0 7 1.1 -51P1+ 5 2,-3" I J 1.1 2 7-8" 2-8' 5_6" b m 1.1 18'-10" 10'-10" EXTEND) " SLAB 1 1/2" tv 11 N FM-16X18 u! 11-24X24 4 -31/2�, I 1 2 FMC-16X18 3,-0„ ILL 4" CONC. SLAB 16'-0" 2.0" 10" 8'-0" 4 4 . I� 17 1.1 a Lu (L LL FM_1 18 i 91-0" 5'-4" -7 1/2d 4 F1 24X24 FM-iBX18 —" — — N ---- FM-16X18 ---- -{ 1 tuzc' v L ik1 ,4" 20'-0" 9'4" 7'-8" 13'-0" 50'-0" 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 +-V-O-, 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. 6. 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. I l.OINDICATED #5 BAR, MINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x8 W 1..I.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16" CONTINUOUS 18" - (2) #6s FMC-16x18 16" CONTINUOUS 18" - s #51N CURB VARIES F1-2424 24" 24" 12" mos a - S" BELOW GRD TEA 8" SEE PLAN 8" - s - - 0'-4" TE-2 8" SEE PLAN 8" CWC-12X72 12" CONTINUOUS 12" - s #51N CURB VARIES Ft-30X30 30" 30" 12" (3) #6s (3)#Ss BELOW GRD F2_.X30 3(l 30" 17, (3) #6s (3) #5's - 12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388E-2628 FAX: 813886.2802 of ISVHDIV. As LOT SILVERADO LOT #4 BLK. #13 PROJMCT# 03719.000-04131 MODEM, 2795-B GARAGffi g)WWO: LEFT PAGR: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY THIC FOOTING Z I Z 2 STEEL REINFORCING IN GROUTED f _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ¢ a CELL SEE PLAN FOR SIZE ANDSPACING n_FM_ REQUIREMENTS SPACING REQUIREMENTS 1'}s�(-- GARAGE DOOR w U W I I wRECESS a I �?'�� O In 8" CMU WALL O Z 8" CMU WALL NORNER B T S, WIMH IZE S EACH W W e+ +- 0 +- 0' - 9 •.V,�' I WAY AT ALL CHANGES IN DIRECTIONS °I N y ° TOP OF SLAB TOP OF SLAB s SO THAT THE STEEL REINF. IS CONTINUOUS ~ MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR + 4.. • EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) EXT. PORCH SLAB 1 - VARIES �' SEE SLAB SCHEDULE TOP OF GARAGE I•I'. ILL v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �;p+ AT ELEV: ISOLATION .. JOINT' JOINT (WHERE a 6"CHAMFER (2-STORY) 18" #4 24" W/ i/2" ISOLATION 4" CHAMFER (I -STORY) 6"CHAMFER(2-STORY) APPLICABLE) Z SEE SCHEDULE #5 30" JOINT(WHERE APPLICABLE) Tea C EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 36" 39' FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), UNO #T EXTERIOR MONO-FOOTING%,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3/<=r-0 SCALE: @ GARAGE CORNER BARS DETAIL DOOR OPENING 3 4 LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL Wf iEd COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w p a ( No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE VJ NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE GE ANCHOR W/2" BTM. PLATE TO BE PT. SECURED W/ 2-PART S TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY 2" CAPPED a I EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. 16" OC NAIL 16" O/C STAGGERED. GALVANIZED PIPE Q 8", LINO O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL WIFLANGE @ BASE ¢ = K SPECIFICATIONS FOR BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT N USE AND COMMON NAILS FILL ALL REQUIRED WHEN NO ion PREPARATION OF 00 HOLES, DO NOT USE I Od w to UPLIFT IS PRESENT. w Z HOLE. z 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO Q SLAB W/(4) i/4" X 2 1/4" p O' +- p'-p^ +- p-0" TAPCONS Q- TOP OF SLAB - _. • , ; •. a TOP OF SLAB�.v 4"CHAMFER (i-STORY) e��� d, - � - •=° n 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 5 BOLLARD 6 MONOLITHIC FOUNDATION 7 SCALE;3/4"=1'-p" (W/ UPLIFT) scALE:3/4"=r-a' (NO UPLIFT) SCALE: 3!4"=1'-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED - - LAP TO OCCUR OVER STUD OF WALL WI PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB WllDd MASONRY NAIL 0 16" O/C STAGGERED. m U ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO perp,, 0: N UPLIFT IS PRESENT. O 8" CMU WALL a' VARIES 9' = POURED LINTEL CONT. (TYP.) 'rp. 8" CMU FILLED CELL (TYP.) ° TOP OF SLAB ,I° SEE SLAB SCHEDULE ZX WALL FRAMING +- 0'-0" TOP OF SLAB Z SEE SLAB SCHEDULE e 112" DIA, SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO �L r ° S "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND allL _d " f9�� n CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX *• POURED MONOLITHICALLY WITH - FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE I°'�`°"` k i FOR WxD, BAR SIZE_ /FOR WXD, BAR SIZE AND BAR QUANTITY I ✓ AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: 9 scALE:3/4"=V-0" (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION E.34=1-0 SCALSCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134=-2628 FAX: 813-886.2802 BI111111113 atT8lDm Be LOT: SILVERADO LOT #4 BLK. #13 P1®OJBCT* 03719.000-04131 MODEL 2795— B GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B JUN PRINT DATE: 8CALS: 1/4"=!'—O" MELICT S1.1A 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX 407-7744018 www.abdosigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613886-2628 fAX: 813886-2802 BTMDIV & LOT SILVERADO LOT #4 BL , #13 PIROAMT* 03719.000-04 31 MODZI.: 2795- B GA><sAGE 8w7NG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = 1'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM C O CLEAN OUT REQUIRED It FOR INSPECTION TIE VERTICAL REBAR a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZEJ 48 BAR OIA. Z #3 18 #4 24" M U #5 30" #8 36' #7 42" HORIZONTAL/VERTICAL REINFORCING _ SCALE: 3/4"=1'4' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD HORIZONTALNERTICAL 2 REINFORCING; ;2 SCALE: 3/4"=1'-0" #5 BARS ❑ m1 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com 11.4 AA 8: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813ZSS-2628 FAX 8134MS-2802 1stmaIV. ac LOT SILVERADO LOT #4 BLK #13 PROJECTI# 03719.000-04131 MODEU 2795- B CAP -AGE SWING: LEFT PAGE: DETAILS It 150 MPH EXP. B P ow.8/11/20 SCALE: 1/4"=1'-O" 8IiffiET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (B 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SQL A DESCRIPTION REMARK Q (2) 2X12 2Q (2) 2x8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 (P-I) SIZE MH, REINFORCEMENT STIRRUPS REMARKS BTMJ TOP I MID SIZE SPACING BB1 MASONRY 3DD0 8x8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED (-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH SUS T- r (42') PRECAST 225I 4'-W (4n PRECAST 19W 4'4' (M') PRECAST 1WB 54- (M-) PRECAST 1217 S-tr (70") PRECAST 1002 Qe" (M PRECAST 906 r4P (90') PRECAST 743 IT4- (112') PRECAST 554 low (un PRECAST 475 11'4' (13r) PRECAST 382 174r (1"-) PRECAST 337 IV41" (1W') PRECAST 216 14'4" (1M) PRECAST 279 14'4r (171M PRESTRESSED N.R. IV-V (184') PRESTRESSED NR 1T4" (206") PRESTRESSED N.R. I" Mn PRESTRESSED N.R. 214" (M PRESTRESSED N. 274f PC) PAEffIRIESBED NR 2r4r RM PRESTRESSED N.R. ©omo©o� ©D®A®mom Om�00�mi O��OmOml ��m00�0 mm�Om00 ��OO�Om m 0 OIIA'r'7. '_11� Its!! Its mmovoov �mmovo �m000�o lmm000cac;�r �m000�0 oomo©mo 0�m00�0 000momo oomomov 0t1011�0�00 ©�DODmO it®It011u' �7t011�tt�t17 0NIZz000®0 It©ItOtl 0mmoc ffEm" 0�0000� ttf'�It471t�tt�ltr_-'^7. t1�7ti3Ei ©It©0ELM"" tt®ttl�ttL'�7. tt�7tt�tt�tt 0��0�mm 0©�0�00 Oti[7110mtt01t�m �t000�000 0��0®gym �00tt01i0mmm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELDADDED REBAR. SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4-�1 SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT 1-/— PLF TYPE RCMU TYPE eI61T MI11T eF114T ePMo.1T eF2i4tt ens1T eral"n LENGTH &k 8F8 LENGTH ew,xr 4F1Mir Iflei(r en34rr w246r evwar etmn T-r (4r) PRECAST 1025 107A IBIS V4C (42") PRECAST for ewe wx 4eM mee tom few ww awi 4ew ww ma tool r-0' (48n PRECAST 765 783 1300 r-0" (45") PREd18T twe 23M Mw wiI 4PQ On Wto 11w 3eoe ww wu 4M ww WN 4'4r 041 PRECAST W2 691 1078 r4r 041 PRECAST SW PC) PRECAST 411 1 411 1 745 1 84" (M PRECAST 5'-10' ('M') PRECAST MO I 889 016 8-10' (709 PRECAST r4r CM PRECAST W7 721 400 6'4" (M PRBCAST r4M 18DI9 PRECAST 424 SS4 363 rd (9r) PRECAST 9W (11n PRECAST 3M 612 230 VW (112-) PRECAST 1a-r (12r) PRECAST 2114 401 iW 1014P (12r) PRECAST 11'4" (I31r) PRECAST 200 452 154 IT-C (13r) PRECAST 174` (141r) PRECAST 244 402 137 124r (I"') PRECAST 124" (1Wj PRECAST 217 324 110 IV-V (160") PRECAST 1r4P (IWj PRECAST 205 203 IOD ir4r (ISS) PRECAST 14'-r (17r) PRESTRESSED NR 264 91 14'4T (17r) PRESTRESSED 194" (101 PM87FEM N.R. 250 83 1" (164') PRE--;—m E0 1r4' (2M) PROD NR iM M 'IT4' P" PRESTRESSED 184" On PRSSIRESSED N.R. 140 82 1" Mn PRESTO 21'4' Wn PRESTRESSED KR. 125 42 21'4' Mir) PRSSTAESM 274" PC) PRESTRESSED NR 116 40 �'-0" PC)PIESTRESSED of ' im ' tnz ' IZVV On PRISTRESIBED I NR 1 91 1 33 1 124-0 Mn PRIMTRI39E0 (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRACE 40 FIELD ADDED RESAR. -ALL VALUES TMEN FROM WEE LOAD TABLES' BY CABTCREM MAY 201E EDITION - PRECAST PRODUCTS BY OTIEiRB TO MEET OR EXCEED VALUES STATED ABOVE ' ALL PRECAST PRODUCTS ARE TO BEINSTALLED NU PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH BIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ♦i----r-------1TI--------------- SFAS-1TMM/o8--------------SFAS-1T/OM/18 JLI6 1 ♦♦ 6 0 im 1 1 1 1 ♦ AH7 LL 1 1 1 1 1 1 1 t t 1 1 I �♦ 1 1 ♦♦ 1 1 1 1 ♦♦♦ 1 t 1 I ♦♦♦ I 1 1 1 1 I ` i18F36-1T/0M/1B ; L— - — — — — — — — — — — ——M..�1�� — — — — —— 8F16-1T/0M/1B 10'-6" I ♦ I ♦♦ I ♦ I ♦rI 1 1 1 1 1 1 1 1 1 1 1 1 6 1 1 I t 1 1 1 1 1 1 1 1 1 1 1 11 22 4* "♦ C J ♦♦♦ / ♦` ♦♦ LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP ♦ OF WALL EL. 9'4", UNO. 8RF14- � 1 1 I t � 1 1 J# 1 1 1 1 1 1 8F36-1T/0M/0B 1 1 1 1 8Fi6-1T/0M10B 1 1ML--- 1 — — J LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.6bdosigngroup.i om AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN:813 M-2628 FAX: 813418E-2502 aunDIV. & I.OT: SILVERADO LOT #4 BLK. #13 PROJECTO 03719.000-04131 MODEXA 2795-B GARAGE 9VnNG: FT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B• �e \) PLACE STEEL HEIGHT. aOF 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 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM CORNER BAR W/ 30" LAP FOR EACH O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL i>15 / COURSE OF BOND BEAM EINFOCIN#5 TOP OFT HE GINOE THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE L. S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 VERTICAL REBAR W/ 10" HOOK FE� 8xl6 DBL. BOND P OF Z p0y BEAM WI (1) #5 BAR BOND BEAM Q� / g EACH COURSE •\Q�N G Sx8 BOND BEAM p • ; BOND BEAM30" W/(1)#5 BARJ�.N. TYPICAL �OQF.�\� F =FILLED W/GROUT \AU =UNFILLED GROUTSOLID FRTOP NOMINAL LINTEL TO TOP OOFOPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 RE / B �6-1T/11 LINTEL W/�O5 HEOIHT� # OF #5'S, TOP LENGTH OF BAR MASONRY OPENING 2" CORNER - THIS EERS INTENT 13OND BEAM COURSE DESEGNATION .#5'S,BOTTOM 8x8PRE-CASTC2BEAM THIS ATXFXXN1Tl11M/08NDICATESADOUBLEBONDBEAM REINFORCING OF BOND BEAM ANDXF)X-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O1 IT IS THIS ENGINEERS INTENT TO PLAN FOR LOTOP AND XUXX - lT/1M/08INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1 7/16 SINGLE BOND BEAM OR DRIVE PIN (MIN AT HIGHER ELEVATION AT SHANK .145 MIN D WINDOW SIZE .300 MEN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 19' PRE-:.34 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK 7Q` WINDOOWWSIZE.145 SILL a SLOPE MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" 1-1/4" 'L'�O EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/r'=1'-0" 5 SCALE: 34"=1'-0" 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I I SINGLE #5 CORNER BAR, 3Cx30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I II 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH S1DE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM �1 SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3W'=l'-0" 1441 N. RONALD REAOAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesfgngroup.com AA 8: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 P14:8134168.2628 FAX: 813.886.2802 aUDD:v & LOT" SILVERADO LOT #4 BLK #13 PRO.TSCT* 03719.000-0411 MODS 2795- B GARAGM NWING: LEFT PALM DETAILS 150 MPH EXP. B FRAMING NOTES: y ✓� c� c3 t; k k k k k A C A U 'ww Ili u� 'w w' 'w u-i u-1 w' u� ui 'w 'w w' u-3 w' 'w 'w c3 c3 c3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE �� CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. CJ1 N qp pp r--n----n---Ir--n---ro---u---�-- x -- CJi 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER 4 CJ3T _ —[AAA- N x a x n u e n x a p a p a a a a N x p ■ CJ3 SCHEDULE. 1I tl tlNe tl / 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 1 Ixl Ix 1 1In u Ix 11 1 1In N lal Ixl Gx N N MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5T �i • u a u aIa x iu x a a 1C • •� CJ5 MANUFACTURER'S SPECIFICATIONS. 3.1 I 4. ALL MAIL$ FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A AH7 1A ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. AH9 �.•.a . earn a..--a.s.s..:a. a . 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE — — — — — -- CONCRETE LINTELS. AH17 ■ ��!■�■a■■s®■�■�■ases■s�■a�!■_■ ■ ! —sf — —■ -- ii■ ! 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND I �Q CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). AH13 ■ — — — — — — — — — — — — __ _ i>�s;�!>_!�s is■ia�!■s!i!i®i6>■®■�l�a�! l�Si�liti i! BETWEEN00 BLOCKING � ES 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE 'S'A I TRUSSESSWW/ 2)18dd COMMON SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE AH16 s...a®....m ..= s. e... e. alaee.e a...sa --e.6 NAILS 6 SECURE TO SM. W/ FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I SIMPSON LTA2 USED TO BRACE LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND I I TOP OF WALL - APPROVAL. AH17 a...=....aeee®.®. ..... s. a. a. el ......--e...le 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED AH19 I ..: a� s >®: e_ s a®a . s®s a_ s a se s s� . s� . a� . am.. ' :... :lam FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END I UNLESS OTHERWISE SHOWN DIFFERENT. AH21 .ass.. e. e.=.a.a.=.a .a®::. salsa®=......aa�as®.s®6: 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I I RATIONAL ANALYSIS. i 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS AH23 — • — • — e 22X36al. .......... a ®la NOTED OTHERWISE. I ATTIC A ........ a sees . WW1. . .... ...: A ........a.....a..... I I a.e.al...........a.6 I TRUSS MANUFACTURER/ ENGINEER NOTES: y.......j..a.e.------ Al ....e...a...a.a...- 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 Al I a(.. sa®• a� • m� az� s ze a s� a sass . a®. ei m . a a� . ams s a� a aam : aaam . a®s aem . aa� a WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. I 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO Al al�.�e�sv6msess�.a�se:•i.s e:is:aa�em_a TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B"FROM THE CENTER OF THE COLUMN. A2 i �....... ♦• . a .... w pI o ... a ... >� . a . a ... I A2 s �:�:. a. e.je.....e...a. a:.i.aaa..—Jsaz®e®..e6 L — — — — — — — — — — J I A3 ------ .a.aaee ------ear.— ----------- PREFABRICATED ROOF I TRUSSES @ 24" O.C. MAX L — i A4 ....saw.........._...:.s_ ...............m a.... A5 — ..ma... . --a—s. ----..ate.—aam..:a A5=—=® I I s. .:e..�-----saws AS ,s®:::.ee.e.®:ems. _—. —.—a.:s:.sav:::a—.—= AH23A I I �........... s L .--- . . .. s..sas saw.... s. s.. AH21A A . . . . . . . . . a..--------a—a®a:= L----------------- J AH19A ........... .... a.a a... e.=.....a /q AH17A .: s.®a. s. .—e---a:a—. ATTIC AH15A ACCESS 1I.:.a�.� AH13A s.:...... ....s®------- I a®aa®--------. AH11A as.—.—e:e — ..amass:s AH9A ............a =------ 1A� 1A AH7A •t 3.1 to 1 1 C ....... • a meal .� INI p N p p qyH �� a.a..:= g C ..s.a: _..� 9 N A i MMN gpgN xpa �n N w a.a . • s.a...a B C .a. e. a. • �� a. s.a nw 11� IIW G� � -0--A--q_—A -- _— — e.s ass®a. e B C e aes .sa. a. ..... a.. BGE FRAMING PLAN CGE ___ __ _____ SCALE: 1/4` = 1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH:407-774-6078 FAX: 407-7744078 www.ebdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 819.88&2802 anmm�� aysDiv. ae M'm SILVERADO LOT #4 BLK. #13 PItOJECT# 03719.000-04131 MODELet 2795—B GARAGE SVMCI: LEFT PAGE: FRAMING PLAN %150 MPH EXP. B PRINT DATE: 8/11/20 8CALE: 1/4"=1'—O" SHEET s3 A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x i }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER ,x2, 2x WOOD FASCIA SEE ARCHITECTURAL 1x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 88S-GOR-DERPICAL T RUSS/ USS/ CONNECTORS) 314" T 6 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE I- YP PRE-ENG FLOOR TRUSS 5/8" GSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BO. FLOOR TRUSS CONNECTION @ L.B.W. y' SCALE: 3/4"=V-0" (NO UPLIFT) NOTCH DEPTH 1/4"D HOLE EDGE >5I8" OLE DIAMETER < 2/5"0 SGL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE >50 BTM. - PLATE STUD NOTCHING AND BORING LIMITS i? SCALE: 1 1/2"=1'-0" HOLE DIAMETER < 3/5"D DBL. STUD ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) iOd x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR SE 2x WOOD FASCIA -' SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. MASONRY BOND lx2 SECURED W/ 10d GALV. COMMON NAILS BEAM 12"O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) r x 5" TITEN HD TO CMU AND (12) SOS k x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) SOS }'x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) �' x 5-TITEN HD TO CMU AND (18) SDS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 1 OW12 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 W/ 518" A.S. WITH MIN, 7" EMBEDMENT TO SLAB 8 (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB --- .d . GIRDERIWOOD POST CONNECTIONS 5 SCALE: 3/4'=1'-0° A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS WI (1) 3/4^ SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 24DO LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (38)16d GALV. COMMON NAILS AND (12) , 6d GALV, COMMON NAILS. 0 - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-0" 6'-W MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19W UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4'=1'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3)12d Q EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BRACE 30'-1" TO 601-0 (3) "X" BRACE (1) "X" BRACE C CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL lx4 DIAGONAL PRE-ENG GABLE TRUSS —� BTM. CHORD BRACING, SEE STIFFBACK (AS PER—� PLAN FOR LOCATION TRUSS ENG) MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C —/ --END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0- O/C MAXSECURED W/ (2) lod DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 5'EDGE CENTRAL SPACING SPACING SEE SEE �CHEDULE, SCHEDULE AMIN LAN All SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. - Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2)- PT DIA. x 3" MASONRY SCREWS MAY BE USED, exx.c co 1—o—H.—MT LEDGER SCHEDULE MARK SIZE BOLTSIZE FEDGESPACING CENTRN.BPACING A DOUBLE 2x8 12" 8" O/C I V, O/C B DOUBLE 2X8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 12" 8" O/C 16" OIC D DOUBLE 2XIo 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" OIC F DOUBLE 2x12 1 3/4" 1 6" O/C 1 12" OIC S'-,�4OOD LEDGER DETAIL SCALE: 3/4"=V-0" SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA, ANCHOR BOLT W/ Y' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED Q 10'-W O.C, MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4-=T: THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'4' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774$078 FAX: 407-774-4078 www,abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 813888.2802 �INIIIIIII 91111111113 �vo aoo , BUDDIV. A# JOT: SILVERADO LOT #4 BLK #13 Pmj=T/ 03719.000-04131 MODE A 2795- B GARAGE OWING: LEFT PAGE: DETAILS %150 MPH EXP. B FLOOR DECK 2x8 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W! (6) 3/i6" ° z 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3l4"=1'-(r SIMPSON H6 W/ (8)Bd COMMON NAILS 2z STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNGLE" OF STUDS PLYWOOD FLOOR SHEATHING It SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ IOd x 1 FLOOR GIRDERTRUUSS SSUSSOR 12"HDG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3l4"=1'-0" DBL PT 2z6 BLK'NG BETWEEN TRUSSES WI 10d 0 3" O.C. 1ST PLY INTO LEDGER AND I Od 6 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION z la. ERE VA ION m ly 1X2 FIRE -STOP �y 11 «( #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3l4" AS HOWN MI SIMPSON A23 JU EA. TRUSS q" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) L 2Y, LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING , ON EXTERIOR WALL J SCALE: 3I4"=1'-0 #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED ASHOWNIlj DBL 2X8 LEDGER JIIIIII, TO CMU W/ 1/2" EXP.8"FROBOLT MI 8" CMU WALL AT 16" O.C. AN O M REINF PER PLAN END W/ MIN 5-1/Z' EMBED. FLOOR DECK PER ELEVATION LL F (q„ 0NAILING PATTERN Ix 12� PER ELEVATION PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS a 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 314"=l'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d Q 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d Q 3" O.C. #8 WOOD SCREWS NOTE: r@ TOP OF FLR TRUSS BRACE W/ (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; MI 2X4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (T OP 2X4 SUPPORTS ST. TRUSS (OIAG. BRACE TO BELOW STAGGERED OFF NAILS 1@ EA, END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5)12d 1'A" MIN. FROM 2ND. FLR. FLOOR DECK 0'-0" TO 30'4" (i) "X" BRACE DSL 2X8 LEDGER NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS 0 BT. OF FLOOR TRUSS 30'-1" TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS "X" 8" CMU WALL TO CMU W/ 12" EXP. BOLT MI 8d RING SHANK NAILS 6 4" O.C. MAX INTO BLOCKING (BT. 2X61S FOR WALL (1) BRACE (@ CENTER (2) "r BRACE DIVIDED EQUALLY 2x SUB -BAN STIFFBACK AT ALL REINF PER PLAN AT 16" O.C. AND 8" FROM END W/ MIN 5-12" EMBED. 16d NAILS ® 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER EL EVATION FLOOR DEC/4. PER ELEVATION PER ELEVATION LL SHEATHING,If PLYWOOD SEE 0 iV2-T NAILING PATTERN 'ROOFIWALLIFLOOR SHEATHING � v�� FASTENER SCHEDULE" PER ELEVATION w PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR If DETAIL FOR STRAPPING INFO. P,T. CEILINGSES ERED WOOD (SEE PRE ENGINEERED WOOD CONNECTKN PER2x4 tx2, 2z W000 FASCIANAILER W/AN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN)MASONRY SEE ARCHITECTURALTRUSS MFG. NAILS D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-i6 2x SECURED W/ (3)16d ENGINEERED WOOD12' GALV. COMMON NAILB. TRUSSES 24" OIC,EVERY L IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LLED TOO LOW SIMPSON HETA-16 W/ TRUSS PLAN) ZALOV COMMON NAILS FOR REVIEW AND APPROVAL CONT. 2x4 RAT RUN 32" O.C. MAX. SECURED W1(2)12d's @ AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 5 6QALE:34"=,'-0' TRUSSES (j) (�4'=VllFLOOR W/HIP RETURNSCALE: 3/4"=V-17 PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHEO. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) t@ 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING EVATION c VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 518" GYPSUM BOARD OR 1/2" HIGH WI 1/2" DIA. ANCHOR BOLT W/ Z' A- SIMPSON MTS12 STRENGTH CLG. BOARD 44/06 SYP N0.2 WASHER SET IN HIGH U - 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w! (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM ' 12" GYP. WL. BID.0• AND TOP PLATE ANCHORS W/ ` 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's ® EACH FILL ALL HOLES, DO NOT USE IDdx3" 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSSMOOD POST CONNECTIONS TRUSS TO BE INSTALLED (@19-0"D.C. MAX. EPDXY 5-1/2'EMBED. MIN. @ 16" 10a 10b 10c OC MAX. SCALE: 3/4"=l'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL 8 SCALE: 3 4"=1'-0" a• TRUSS TO CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • # B - SIMPSON HTS-20 U � 1310 LBS Wl (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGTIHDU4 U - 4565 LBS VGT TO TRUSS W/ (16) 1l4"xTSOS, (1) 5/8"° A.T.R. TO HOU4 AND (10)1/4" X 2 12" SIDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO BLAB CONNECTION SCALE: 3l4"=T-0" A&B - SIMPSON ABU44Z POST BASE <U:1,OW G5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON 1475 POST ON SLAB-U:4,565 W/ 51W A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebde9Igngroup,00m L AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8134386.2802 aw•t � rBtMDM & LAT SILVERADO LOT #4 BLR #13 PROJECT* 03719.000-04131 MODEZ. 2795—B QARAGZ awMG: LEFT PAOT. DETAILS 150 MPH E . B • GABLF-ENO HIP- A'- w ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 1 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: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING i6-20 RINGS SCREW SHANK ER INCH) 8d SCREW SHANK 21/7 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX 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 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. J ZW Z W Z o 2 C Bid RING SHANK GUN NAILS @ 4" O.C. ., TOP & BOTTOM EDGES a J Ito 0W Y C.1 O ........... h z9 to Z� � � LL • Q L) J N O . ate. ?• J O Y Z3 • yU w wl�l� U U z U) O 9w 6 C �. Z (L TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS orTnr cucerwur_ _-' ' 1 ---Emmmm 01 mom RI Ill s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C6d RING SHANK GUN NAILS 0 6" O.C. IN FIELD CSd RING SHANK GUN NAILS R 12" O.C. IN FIELD or S4 x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS C IZ' 0.6.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C6d RING SHANK GUN NAILS 0 6" O.C. IN FIELD CSd RING SHANK GUN NAILS R 12" O.C. IN FIELD or S4 x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS C IZ' 0.6.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 AMM C33. MAXIMUM AGGREGATE SIZE Stall BE 3W.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, ft EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAIFE�A 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 11 DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE BANG CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IAiDERN1 SABS-0N{iROUND WHERE INDICATED ON POLYINCHETHYLENE PIDEDRAWINGS. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD_FORMEO STEEL STRUCTURAL MEMBERS 2011, ASIDE 7-10 AND AISC SPECIFICATIONSPRESSURE SEAMS UPPED SEALED WITH ADHESIVE TAPE. TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODAJM 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. BOUND 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 70 BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, OWE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL. TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIMITCA SCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD IO psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -I Gcxrsnt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - ' #8 BAR - WOOD TRUSSES. 10 psf BTM CHORD -non-macurrsnt #5 BAR - 30#7 BAR - 42" 4T TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38" x 38' CORNER BARS, BOND BEAM ONLY, UAND AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD 17 psf w/ ASPHALT SHINGLES) psf w/ No GYPCRETE) (7 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 pef STAR CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PUNS ARE TO BE USED AS A GUIDE FOR BEARING (ASIDE 7-(BBC 122017) EXPOSURE B, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED T LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pe1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200ps1, GUARD 4FILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VOEHICLE GARAGES: 50psr, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION plif MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5TTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM 0-90, GRADE rill= 1500 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BONG UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE'M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1667. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Y 4- PRKIRTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE FMOLOU34WS OF ACI 301 AND ASTM C-040R MEASURING, MANG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME4TAMPED WHIEN CONCRETE G BATCHED. THE MAXIMUM TIME ALLOWED FROMWHEN WATER IS ADDED TO THE MIX IL IT IS DEPOSITED IN ITS FINAL POSITION SHAD. NOT EXCEED 90 MINUTES. IF FOR ANY REASON THEE 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 OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 7 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSk 8. FOR CONCRETE EXPOSED TO EARTH All" WEATHER 1-1r1' FOR 06 AND SMALLER 2. FOR 0 8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS WALLS AND JOISTS 142* FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS).. U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM AGE, Fy = 36 kill FOR ANGLES, PLATES, AND "RAPES. STRUCTURAL TUBING SHALL BE ASTM A400, GRADE S, Fy - 48 kill. STRUCTURAL PIPE SHALL BE ASTM-33, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICAT,ON SITE TYPE I VACWG REAUAI(9 APPLICATION -E I TYPE ISPACaJO RELMRK9 1Yt PT-11,1GTO CABENM WDOOK GARAGEDOORBULK 1M•ON. TAP WUXMIRV it 111EMBED.,f END 019T., MA9aMtY/CONO. NNL 11?LONG. & TO M490NMICONC. NO WASHER PABTEIER 11?EDGE DGT. 9GD, AL. EXT.00018 CAGE HARDENED CO0. 9.OIC WINOOWIp00NFWENED GA-E-BACK 1?Dal. w/ fXPANBgN BOLT 11'OIC A"EM 0, KENO DOT., 1x PT, 9EE WTEB NAIL I -LONG. STAGGERED WTO I-- TO WASHER 9'EDGE GIST. WKAOW BUCK LASE HAAOENEo ULL YOIC wIN00w/OOOR/FA9TfNED ME --TO CONTACT THIS ENGINEER FOR SPACING 1x PT.M-TE. NLI WLONG. auccEREO INTOMAsoraY/cONc. AusoNlrv/cONc. REQUIREMENTS EXT. SYIMODOOR q))L1 , 'TAPGVI!' 140IC I-E.M.. e"END. NCNBEARIw WOOD it EXPANSION 1EMBE1.1 END ]K•O'C BUCKL PT, MENOTE B WAeHER A9TNER DIST., 11?EDGE ORT. WALL TO CONC.9LAB W/WASHER BOLT .11T., G' EDGE BUCK G.1b'PAF ,'ENO. 019T.,11? PTTO STEEL COL.. ME W/WABHEll BTAOGEREO EDGE DIET. NOTES 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE HAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigagroup.com AA *. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813A862626 FAX: 8134MG-2802 81111111113 Svna:v ae M SILVERADO LOT #4 BLK. 13 PROJECTIF 03719.000-04131 MIDDEIa 2795- B GARAGE SWING: LEFT PAGE: DETAILS 150 H EXP. B JUN DwA1E 8/li/20 SCA=:1/4" r'O" SHEET sN 9�v,-*5 a) � ft-0 4" e3 5 C5 o 6) Y�' � 713,56 1-j6 W. to