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HomeMy WebLinkAbout7297 Steer Blade Dr99 a _'�95 0 99 u"'�AMDEN FOR: ;I L �NORK SH4LL COMPLY WITH PREVAILING �v �� r DRIDA BUILU NG CODE, ;I 3 i aNA ELECTRIC CODE, AOD THE CITY OF ZEPHYRHILLS ! &HOR11ON ORDINANCES • I • REVIEW DATE Mai*4WCITY OP Z P11 YRH9 PLAN EX MINE 12602 TELECOM DRIVE, TAMPA, FL 33637 74ml= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -naM Bum= CO, RB3�);tR1A1, A/C AIRCE LAY. LAVATORY DATE DESCRiP'190N DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 > TEL: (813) 740-9720 FAX: 813 740-9715 ( ) 7M (2O) -..* IW AM ST,ATZ CODU /WY WWW MY W1Iiu -OCCUPANCY - RSSIDENIGL GROUP R3 -CONSTRUCTION TYPE - YB -BASI INTERIOR FED - Vult= B -BAs[c tmm SPEED - Vas =11 M H Yesd=tl8 IQ'H - - R :EXPOSURE RESIDENCE -2-STORY RESIDENCE - YAX. HEIGHT AS PER IACAL AND STATE CODES AC ADI. AM AMP. BD. CL CAB. CLG. CLR CP*C CPT. C.T. D. DBL. D.G. DU. DIM. DISP. DP. DR US. DTL. D.W. EA. ADJUSTA'n°"I"G ADJUSTABLE ATE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CLEAR CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUALGLAZED DIAMETER DIdENSION DISPOSAL DEEP DOOR OW NSPOUT DOWNSPOUT DETAIL DISHWASHER EACH M.C. M.C. MIN. MIN M.T. MTL.. MT S N.T.s. G.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD, R.A.G. REF. RM. R.O. S.C. S.D. MEDICINE CABINET MANUFACTURERET MANUFACTURERtbffjM MINIMUM METAL UNTEDRESHOLD MOUNTED METAL ONOT NCENT R PROPERTY TER USHBTON PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EST DR SMOKE DETECTOR ��� CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION ADDED 190-G ENGINEERING PG Cl—COVER SHEET PG GN-GENERAL NOTES PG Al —FLOOR PLAN PG A2B-FRONT AND REAR ELEVATION "B" PG A3B-LEFT AND RIGHT ELEVATION "B" PG El -ELECTRICAL PLAN PG M -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS m,RS/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN m,a5/w FIXED DIMENSIONS FOR STUDY AND DNNG ROOM � REVISE WFT CALCS io/µng UPDATED LED LIGHTS PER D.R.HORTON Imr3m/re UPDATED LED DETAIL BUBBLES PER DR HORTON IVmB/19 ADDED FOUNIDATION ON GARAGE BEARINGS WALL m2AZOW UPDATED SM-SON CONNECTORS I.L.O. USP 9249JO ADDED 150-D ENGINEERING � STATE OF FLORIDA PROFESSIONAL ARCHITECT: $(t•�T• CAj,C•'$ REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS ADDED FRONT ELEVATION F' PER DRJdORTON IA4120 CHANGED ROOM NAMES PER D.R. HORTON 01/2-1/21 REDLINE CHANGES FROM EWK FOR 2020 CODE CHANGE ROLAND A. ABOUCHACRA AR No. 93723 15T FLOOR LIVPKt 2,836 Sa FT. GARAGE 619 Sa FT. ENTRY 65 SO. FT. COVERED LANAI 193 SQ. i?. ELEV. EQ. EXH. EXT. F.GfFX. ELEVATION EQUAL EXHAUST EXTERIOR FPID GLASS S.A. SHT. SHTHG. SHWR. S[M. SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 01/2,RI RE -ATHED XREFS FOR THE 2020 FBC A.B. DESIGN GROUP, LLC. TOTAL 3113 ba FT. F.G. FIN. FLR. FUEL GAS FINISH FLOOR SL. SL. GL. STD. SLIDING SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHEAR WALL LONGWOOD, FLORIDA 32750 FR.SECTION FFIG°R eFOOOTINGDO°R TEMP. TEMPERED GLASS Tel: (407) 774-6078 GA GAR DISP. GAUGE GARBAGE DISPOSAL T.O.C. O O CURB Fax: (407) 774-4078 G.F.I. GL. IGNiORRUPTE CIRCUIT GLASS T.O.S. TYR TOP OFS[LATE ABB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN GYP. BD. GYPSUM BOARD UN O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF DRAWING /CONTRACT DOCUMENT 11 HEADER W. WASHER PG S1.lA-DETAILS REVIEW BY BUILDER THE BUILDER ASSUMES AIL LL4BHJTY FOR IIiTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THIS CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN NSULORHT TNT. HEIGHT INTERIOR w'D. WDW. WII W.I. WITH WINDOW - WATTRHEATER. WROUCHT IRON PG PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG PG S3-F-DETAILS S-FRAMING PLAN F PG S3.1A-DETAILS PG S3.1B-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS PG SNl-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI•9 IN WRITTEN/DRAWN FORMS IN A TD,IEI.Y MANNER. AS DESIGN CROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's 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 wwwabdesWgroup.— L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 8134MS-2802 O- 8LT8DM & LOT SILVERADO LOT #16 BLK #14 PROJECT* 03719,000-16 4 1tO"ELs 2795-B GARAGE 8wnaG: LEFT PAGE: COVER SHEET 150 MPH . B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTION AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSION 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 ANDlOR FABRICATION OF THE WORK. SITEIIOM 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 HEREIMSEE 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 D1557-2012 E1. 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION 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 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES 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 WATH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATION (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 (f W 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 O1 PLAN. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2V AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLINRSlG 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO F13CR 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 FBCR 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FMSM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTML1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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 -19a AND R703.7. FM RESISTANT CONSTRICTION 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. EXTERIOR CELIM 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 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774 6078 FAX 407-7744078 wwwAbdasigogroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 813688-2628 TAX: 813486-2802 BUDDIV. a LOT SILVERADO LOT #16 BLK #14 PROJECTIP 7 - 4 AITO>�EL: 2795-B GARAGE SKIING: LEFT PAGE: GENERAL NOTES 150 MPH A B 3m'-8' I!3'-0• 1'-4 4 1 r------------------I m• ICOVERED BEDROgyOIRMp i I 5 0 %& q.Csy I a - CAME T-4' CL& 1 LANAI I ly-e cL& i 1 I 4'-4' @ a I I I I _ __ i-0 SOD. TEMP 9 `------— — — — — — — — J 1 1 I r ------------------- 2-8 I I - O a s Rb n _ WC I 1 I II al I I 1 I I I TUB in II 9 • II k I 9 CLOSET OICt t<+ • I �o REAT I GROOM M 42' FL IA IILILL i 0' CAT. 11 SAFETY BATH 1" ( 9'-4' Y TYP. GLASS ADv. `9 2-8 -- i I TO 10'-O" UG. I _ LAV V I _ I ATTIC 2'!4' 2'-B' 5'-10• I 20'-C' 1 IR-ISFI l� I I SWOUDR Y T-V CLrA I I B I AI I GLASS — I — —, n y, � - 2�m -----4---=10'-1m' !4 E�NG.O — 5 II n i ppq ? I m i BA 3 ( ( WC?I I 5-8W PRE -PLUMS -------- -- @a r v m.l a I I ~ BEDROOM' TYP.1 9'TO ID'-0'Gr.y iI- -- I I --- DINING I 2_8 AI 1 1 I RRO�O�M��q I � m 2-8 'M I I I YT4'Id'-O'UL+.y I _ I TO I •n• o 5'-6' 11 '-10' I'-6' l'-6'I W IR 5'-II'l' 9 I 1---------m- M OPT.1 1 I n - ; I I II I I 9'-4• CEILING 0 t--- 13,_4- I.Pot5' Im v - S 2_8 -4 " MUL1Y GHQ I 0 IRMR�O�OM � 2'-m �, m PwDR n Io.o9T�Ray 'ET, ILNG M_ j ROOM BDRM 3 iO I I LAV 73,5 _I. b�_I. L— — — ----- -------J 9 9'-4' CEILING @ MT O — r—�� BOLLARD I r ATTIC I L----eq U AS REa PER I BLDG. CODE FOYER 2-4 ®A 2 I- 9 4 fir, I 100 CLC6 d 3-CAR GARAGE I@ I W-42 CG. I Jcap VENEER SQ.FT. CALC. S 1ST FLDOR LNlYs 2,836 80. FT. GARAGE 61% Sa FT. ENTRY 65 SQ FT. COVERED LANAI 153 SO. FT. TOTAL 3,113 Sa FT. COWMW AID Q Al=■D LOADS eAac rsD eaneaE ROR a aDoalo aAtla AW NE DOTE !AIlIIwDVA IBW63 MIN. WINDOW kD S 243/-325 CRITERIA EXTERIOR SWING 18 5 23.4/-30.1 DR MIN. CRITERIA SOD' MR 41 5 22.V-410 CRITERIA 16010 CAD. 112 5 205/-24.9 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=D. EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CA SWIM AND SECURE RADIUS CORNERS. SEE TOP COUNTERL TO AR VIES MATERIA EE CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX MBAR REI FORCING AT ENDS OF PARTITION ARIE KITCHEN Q 4 BRACKETS AS WALL � =NECESSARY. VX6'X35-1/4' MM LOW WALL = VX6• STUDS • I6' O.G. W/ 112' DRYWALL TYP. CABINET SECTION A ALE: NTS FLOOR PLAN NOTES - ALL OrIENSIOWS ARE FROM FACE OF 1 V BLOCK WALL (OR EDGE OF FLOOR GLAD) TO FACE OF eL4ll STUD UNO. - ALL INTERIOR WALL& ARE 3 JV WAD. - DRYER VENTED T4 RO" now [VTR), NOT SCREENED. - AIR COMPRESSOR SET ON 447M44' POLL ED CONC. PAD. PAD BEGINS 6• FROM EDGE OF STRJCTURE. - SEE 86MT ON FOR GENERAL AND STANDARD BWLDIN& NOTES. . ALL HABITABLE ROOMS TO NAVE AMC FAULT COKWIT INTE murnmi. - ALL FLL WEKiIT BLOCK WALLS BETYEEN FILLED CELLS WTW= OPENR/56 ARE SHEAR WALLS. 9 _ BDRM.2 T-4. �, - m 2 ENTRY PR. NCH TO 2'-8• APP. V-4' CL - W/ 4X4 P.T. POST ASV. - - - - EGRESS @ ' Y - - - - - - - - - - - - - - - - - - - - _4 m 8'-0' I . VENEER FLOOR PLAN SCALE: 1/4' . 1'-0' 4' 8'-6' 1 -$•-8' Y 'Q @ O VARIES to OPENING DTL. B SCALE: V2 • I'-C' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdestgngroup.com AA X: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BFAUMONT CENTER BLVD. SUITE 1004 T MMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813686.2 SUB DIV. & X.07: SILVERADO LOT #16 BLK #14 PROJECT/T — 4 MO�ELe 2795— B GARAGE BVIMG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B % ATTIC FREEVENTILATION AREA REQUIRED JIRED VENTILATION AREA VENTILATION AREA X SO, INCHES PER FT. (144) MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 3972 Sa FT. 1/ 300 = 3972 /300 = 13.24 = 1906.56 SQ. IN. = .S X 1906.56 OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTALNOFVENTS REQUIRED = 8.28939 �TOTALIWOFVENTS PROVIDED = 9 .AREA OF ATTIC IS THE PI (E)(TERIOR OF WALL TO E) W-4' BR3. HGT. _ 0'-0' FIN. FLR 0'-S• G D _ FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHMG AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER HANUFACTURER'S SPECIFICATIONS 111 REAR ELEVATION TEXTURED FINISH ,�./-20'-1' BLG, HG DT. ROOF NE� EL NCsT 'T-4' BIW- HGT. Y 1' RATIVE .R :CO W3 CAP RO'-0 FIN. FL R 5:0'-8 G DE MIN.) — — — — — — — — — — — — — — — — — — — I I I I PRE-ENGINEERED I I TRUSS I W-4' BRG. HGT. I � I I - I (2) 2XI2 BM TRUSS TO BEAM I CONNECTION U/ STMPSON HIVA OR LGT2 UV 10d X I I' HOG NAILS, I i Y FILL ALL HOLES. I ;O I I 4x4 P.T. POST POST TO BEAM 4 I I a: 9 I POST TO CI" Al I m I -4'. ( I CONNECTON W1 R IPSON TABU 44 I OR EQUAL FOAM CAP I I STONE VENEER 0'-0' FIN. FLR \--------------------------- DTL. ('A)COLUMN SCALE:1/2.1' i I IS'X2®• I LOUVER B LOUVER DTL. E: 1/2 . I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngmup.eom AA is 0003325 DRAFTING I LDESIGN GROUP G INC. 54CENTER BLVD. 004IDA 33634 8-262886-.2 > UDDIV. & LOT: SILVERADO LOT #16 BLK #14 PROJECTIP 03719.000-16 4 xop,Ei: 2795-B GARAGE BVFMG: LEFT PAGE: FRONT & REAR ELEVATION "B" 150 MPH EXP. B 7704 D TE Of/ - 21 BCALE: 1/4"=1'—O" SHEET A2B 9'-4' 5f;r- I-GT. 00 W-4' 6R3. HGT.,, 4� OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT too ------------------------ ---------------------- LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 12 s 1:1 LJ El 1:1 --------------------- k --------------------------------- RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANFAGTURER'S SPECIFICATIONS OFF RIDGE VENT 9'-4' EIR3. NGT. 0'-0' FIN. FLR. O'-8 C.RADE (MIN.) 9'-4' BRG. HGT. _ 0'-0' FIN. FLR 0 - GRADE MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngmup.com AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMOM CENTER BLVD. SURE M04 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX 81&886-2802 SUDDIV. do LOT SILVERADO LOT #16 BLK #14 PR OJECT* 03719,000-16141 mopEL: 2795-B GARAGE BMWO: LEFT PAGE: LEFT & RIGHT ELEVATION "B" 150 MPH EXP. B ELECTRICAL LEGEND DESCRIPTION DARDSUTC14 Y SWITCH Y SWITCH ER SWITCH BUTTON OMECT wim T J RECEPTACLE (125V/J0-AMP POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT NNPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET D TO SWITCH) RIOR WATERPROCF"I PTACLE (GROJND FAULT LIPTER) 10Y QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE ,,OR) DICATED RECEPTACLE L MOUNTED LIGHT 'LING MOUNTED LIGHT ANT LIGHT COD LKTHT L SCONCE PRE -WIRE (I CFM PER SFT.) 'FAN WITH LIGHTSO. Fr.) Woo BULB LIGHT FIXTURE moa BULB LIGHT FIXTURE raGGnnn BULB LIGHT FIXTURE ' TRACK Lr*4TNG ATTIC LIGHT WITH FULL CHAIN {JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) k4' FLUORESCENT LIGHT (RECESSED) Is I O)RECESS LIGHT • CE88 LIGHT (VAPOR PROOF) ILNG MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATIOV) LP VIEFRIFT Til HZI -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILING MOUNTED FAN A FAN (I CFM PER SR FT-) ♦ JACK I� DETECTOR (WALL MOUNTED) O DETECTOR (CEILING MOUNTED) ®MONOXIDE DRTffC_TM_ C I ) I EES ® MOUNTED OUTLET FM &ARASE TV JACK ••4"c• PORT LOCATION jAcKs 4 PHONE OUTLETS 4 PAW • TO BE VERIFIED r HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Tth EDITION (2020) 4 NEC 210.12 2011 EDITIOK • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI M ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MINL CAPACITY OF 50 CPM INTERMITTENT PER ELECTRICAL P 11CM61 JS OF SECTION M0013 FJ3GR lEh EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING, METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR lth ED Ci@2�L • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR NTH ED (2020). • d L LAMPS SHL� L BE SELECTED BY 9UILIaER Alb TSE OF LIGHTING MAB ST E ENERGY EFFICIENT TYPE PER FBG. ENEIdGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. Tth j BEDROOM i j COVERED LANAI PRE -WIRED i I CAFE CLG FAN I I OPT FIXTURE n `Y 0FI r CLGFAN \ \ -- — ----- L---------------- —J I I® \\ \��� /// / SDOI 4'-4' 4'-0' ---�/ �Ti----------------- i OR GREAT ROOM I L L I \\ I C9 I O BATH 1 I �® { 1 ' TEE) YII r /---_- GFI I r PRE -WIRED CLG FAN // / db KITCHEN i i ---------- __a /I _—— ------------- J MULTI-GEN 1 - - -,, i BEDROOM \ -PLUMB rr� L I 1 1 I\ DINING \ ROOM PRE -WIRED \\ . , n I 1 �� I CLG PAN \ i \ -- LAUNDRY L//L --" I ii I CLG FAN qp-------� db L---- j j I PRE -WIRE II L - ------- I MULTI-GEN -� - I / LVING ROOM // BD/COI \ i 1 ►� I BEDROOM I IIuu \ L PRE -WIRED CLG FAN I L I _---J -- \ \ PRE -WIRED I CLG, FAN \ GFI s 44 W14 I AFF.----ice — — — — Q 1 • 44a \ LA RA E550M . J I \ AS R 51- WALL I \ PER BLDG \\ CODE LIGHT UkSWITOW IN ATTIC i I \ \I I 3-CAR i GARAGE I \ L �I ''--------\�T� i — \ \\ . i PRE -WIRED � CLG FAN CLG. GFI OUTLET ICLG. Con OUTLET "I,1 D. \ METER FOR OPT. GARAGE DOOR I FOR OPT. // O!/I �� FIELD OR VERIFY OPENER 1 L`/ E GFI IRRIGATION I // PJ5. FOR f // CHIMES /L BEDROOM OUTLET FS i ENTRY I (ITT (ITT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . Y-0' VP LED LIGHTING LED LIGHTING @ SINGLE LAV. @ SINGLE LAV. LANNDRY ROOM BATH MULTI-GEN BEDROOM BATH W P Panel MAIN - A PANEL:e/,6.p dt. bleaker VOLTAGE' 120/240V-lP6 MACE: 150AI1p M.C.B FEEDER:3-*I Cu TKWN & 1- 46 Cu (G) in 1 t? C. OR 34W AL TMVN & 1-48 Cu (G) In 1 t2• C. 9Y wm tarot tsar, wan r ,a1• Erw oF,arTus ,mo + n2 2 m inig e„raF ,om a e e .eq c.u-1 m z no PANEL -A PANEL: 42 at Cre.2er VOLTAGE: 1201240 V -1Pe MAN: 150 Airy M.L.O. FEEDER:3-41 Cu THWN&1- 46 Cu(G)In 110 C. OR 3. 7i10 AL THWN&1- 06 Cu(G) In 112' C. wIn P•1• r w� taert tYaA w 94r ar F.t• .N. •12 m s.r 1s90 e1 , m 1Attw.GR ,eo2 a . m m snr Alp— ,boo e e .ew rr wrr m 2 ■r ; •12 1 m M AFd 1em 9 1e 1m0 t0 m M 1 m Brn BFI Rr I= 11 12 I= burrm m 1 n2 w2 1 a /,r/ AFd I= 13 u a000 om m 2 .ro 11. 1 r fiat RrR.I.tra Aid soo 1s 14 11 a ,Soo asMr 6R m , nz 111 t % W.—AFO 9w 19 m tmo [btr GFl m 1 .12 n2 i m e..rtn/BrtnAFd 1m0 21 m 22 M lme 9m /6trarW iliac AFd 8■b Aid m ,e 1 t n2 M m M 9p0 Br1aNnAW to 1 el. sF«• n m I mna.�.rwl m t m m a9 ,m wo • ae ac s b 2 ae AHYt e1NAr BA Hw N .b — .1 .2 Lsea beA•�rbearcrtwNn/an• ,e.W Zllee Lot au9 arb Malt My dculmslM r ABBREVIATION& ARC FALITCrd2T9eFAeiBt NtR.CO1aaF21TL(MD aro INremuPleR T9blbrarNcll•4wer Mor .ame ' FM teW'e,rbrtee. lo9w a.m ■.e. lases Trr AIC br •n. tan Arum LOAD CALwLMION IS BASED ON NC NON{01N 101T LCM Tr■ tbrcrtlr Im W91b aaor Te41 /New9a ,m� G.,.rW Uqtdng & R.e. tar. Lnad Trr A/C F•r 2755 G.�.aI Lta a Rs 3 W l FL!I 8385 1 r65WA1 wlao% 65 LI"a we W.. 8450 LED LIGHTING @ DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. A ELECTRICAL MATERIALS AND NSTALLA.TIONS BNALL C.O'IPLY WTN ELECTRICAL PROVISIONS OF THE EDITION [2ta20) LOCAL CODES. AND ALL LOCH. POWER COMPAW REQUIREMENT& B. ALL CONDOCTORS SHALL BE TYPE TWWAM W UNLES6 NOTED OTFERMSE FNI"OE BO AMP, QOR40 VOLT,1 PMA E SECONDAR - ELECTRICAL SERVICE PROVIDE 3 -1 COPPER (CVO N 1-10' DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 4A0 ALAMSU'T (AL) N 2" DLA SCHEDULE SO PVC CONDUIT WLISSS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COOIDNATE VAT14 THE ELECTRIC 0"ANT PRIG! TO BD. — — — — — — — — — — — r I I I O^ O ------------- LED LIGHTING ® DOUBLE LAV. BATH I PROVIDE YLID CU, THUN • P& CU N Y CONDUIT OR 3 " AL THEN • 1% Cu N 2' CONDUIT OR VC AL SEA (CONOWT TO TEIRTNATE ABOVE SORIT • OVEIE44N9J CO'6NATDN SERVICE DISCONNECT SWTCN AND ELECTRIC FITER N NEMA 3R ENCLOSURE TI3.EPNCNE am"" H � CABLE TELEVISKN I4TR■NCC SERVICE BNMINI (CE 13'iJIRBET Eg11PFBJT NTERSTSTEM BODING TETANAL AT LOW VOLTAGE CONNECTIONS 1 A4 CU SERVICE GRpeD CONNECTED TO C0KCIRM ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PBCR 71T14 EDITION (20201 SW DIA x 8 FT LONG COPPER 0.AD CAKING ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwAbdeMpgrouP.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8188862628 FAX: 813 MG-2802 sysa><v. iAoz' SILVERADO LOT #16 BLK #14 PROJECT/R 79 -6 MID 2795-B GARAGE 81F MG: LEFT PAGE: ELECTRICAL PLAN %150 MPH EXP. H a -------------------- I i �B El � I I I I I I i I 1 I I I I I I i --------- 12'-II' - -----' I I 12'-b' 22'-2' I I 42.x 1 III I 60• I I I I TUB rt i • � I � I I I O �• I I I �9 N I I 9 AV. � = LAV. — — — j I I I I I I I I OPT i rt' N - i REP. C i I (UJG.)I I P13E-I'L1J'1B --- ------- I 0 r— KITCHEN 81NC W/ AUTO VENT IOP�i I I 2' VTR 2' VtR I I it WCi I I 00pT; i 2' VTR -------- ( I I 3. I L J I IR 2 1/2' 2' VrR LAV 2V-9' 20'-3' 2 IUC In. 11/1' 1 1/2 2' VTR LAV r----------- LAV 3• L.T. TUB -----� I 13' I I I LAV ROUGEULL I V1 WC I I 1 TUB 1 V2 3 AV 2' 2' 3' 2' I 3 3' 3' 25,_9. I 21,_9. 81alUR BFAih2 U!C 2 1 V2' U1G C AV. I LAV CO 0 I I I iA vL-- I ---- — I _ �• I 2- TD PLUMBING RISER MAN o Q F----�\ ko I I I \ � I I m UP ®> Q J WC. 38'-8' I � I N 1•IB LA I I — PLUMBING PLAN WALE: 1/4 ° I'-®' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7745078 FAX: 407-7744078 www,abdesiB•BrouP.com AA E: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SU(TE 1004 TAMPA, FLORIDA 33634 PH: 813436-2628 FAX: SLi-8862802 1 SUBDIV. & LOT: SILVERADO LOT #16 BLK #14 PROJECT{ 03719.000-16141 MODEL: "2795-B GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B ■ HVAC NOTES MECHANICAL PLAN SCALE: 1/4 • V-0' I. ALL MECHANICAL EQUIPMENT BALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTIOICTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-33 4. FRESH AIR INTAKES MIALLd91 BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITN EDITION (2020) MECHANICAL CODE 603J I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR 15AT14NO FIXTURES 844ALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITN EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, 844ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED- % ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MPG. REGGFFENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF IIO DRYER BONER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBO CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT I9 PA86-TWW AIR GRILL HOT: ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL PLENUM AIR RETURN SECURE STRAP A ( TB IT SIMPSON WB ROLL STRAP SUCTION AND LIQUID OR EQUAL AIR SUPPLY 1 REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 4' CONCRETE SLAB SECURE STRAP TO UNIT Ulf (2) 'BXI 1/4' SHT. MTL. BGIQEWb L 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REPRKeERANTLINES TO CONNECTION TO PAD PLATFORM RETURN CONDENSING UNIT NOTE: MAIN COND. DRAM TRAP DRAM LINE AND TERMINATE OVER HEAD 12FROM STRUCTURE IN AN APROVED DRAM, AS PER F5CR 7T11 EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS RSUNK GOUDA SCORIATED NICKEL FIN. FLOOR . PLUG PLUG BRONZE FL. PL. OR WALL SEE SPEC. I'-8•X8' CONC. BRASS PLLrO FIN. GRADE OR PAVING �—FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR UA4STE AS WADE 8240-K JOSAM 560" REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTI/SPEC vFLOOR SLAB CLEAN -OUT (TYPN vEXT. GROUND CLEAN -OUT (T 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774E078 FAX 407-774-4078 www.abdesigngroup.com AA is 0003325 L TING 8Y: IGN GROUP TING INC. NTER BLVD. 4 336342628 2.2 BXMDIV. & HAT: SILVERADO LOT #16 BLK #14 PR OJECT# 03719,000-16141 MOREZ, 2795-B GARAGE aJ WWG: LEFT PAGE: MECHANICAL PLAN 150 PH EXP. B 2X4 TOP PLATE PRE-FAS TRUSS V2' OL'a BOARD LO' DRYWALL T11)F SECURE BT. — PLATE TO SLAB III/ 10d MASONRY NAIL R 32' Or - MAX FIN. FLIP 2X4 WOOD STUDS 024' or_ TIONS SUPPORTING HUNG PLUMBING RES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (I)TYP. INT. WALL (NON—BRG.) Dl SCALE, 3/4'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90511. ROOF SHEATHING THICIOESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENCt TRUSS MTL. DRIP EDGE 2. FASCIA PER —/ /I ELEVATIONS / 17 O.A. VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5'/8' GYPSUM Bf OR 1/2' 14I6.I.1 STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID CsROUT W/ (I)- 45 (2) COURSE TKO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'RI'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBER63LASS SHINGLES WITH UNDER -AY TENT AS PER FBCR 90SU1 ROOF SHEATHING THICIQNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MITL-. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT av • Ann. a to 2B GAS LINE THRU BIACK D1 tuLe vr— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90 .U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS WALL SHEATHING THIGQNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS VEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 9' V2' TWKK 2 COAT - ro:tn_wm cem+T FLAW" APPLUD OtlCTLY TO KOAC RY ATTACWW To FLL CELL AS FAR PROGICT APPROVAL Imo. t8ALANTA GALV. atlL APPROVAL REO. WWMA TRACK FA0TOED TO TRACK LRACKM tV PRLCUGT APPROVAL PEa a GARAGE DOOR JAMBS D1 SCALE. I i/2'•i'-0' _2X4 SPF 24' OL. MAX. - SECURE W/ (2) 12d NAILS R EA END 2x 5LOCKING3 BETIIEEN TRUE —PER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENGIW. TRUSS CONY. 2x RAT RUN SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION IF \ 5/8' GYPBUPT BOARD OR 1/2' HIGH STRENGTH CLG. BOARD r REFERENCE STRUCTURAL Ae2 P.T. PURRING STRIPS R 24' Or - cm THICK, 2 COAT PORTLAND g• CrUJ CEMENT PLASTER APPLIED LIV GYP. WL BD. DIRECTLY TO MASONRY In' D 2 CZMENT WOOD BABE PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR 0'-0' FIN. FLRIL n — a cm n a a n W/ WINDOW OPENING � TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'•I'-®' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER f U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 n W/ WINDOW OPENING n R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' O.C. V!' GYP. WL. 150- WOOD BASE— FIBORGLASS SHINGLES WITH I.NDERLAYMENT AS PER FBCR 905.11 ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SWEET SNL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS - L-1 B TYP. WALL SECTION NO OPENING r5_`�1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'•1'-0' R—mm '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngro+P.com AA P. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813866.2628 FAX: 813-086-2802 8tn3DIV. & LOT SILVERADO LOT #16 BLK #14 PROJECT# 03719.000-16 4 Uopm' 2795—B GARAGE 8lFMG: LEFT PAGE: DETAILS 150 MPH EXP. B ES 0 D TZ 01/01/21 SCALE: 1/4"=1'-0" SiIEET D1 DUB. DO P.T. • CENTER OF DOOR HEADER SECURED WV (1)V2' X VJ•BOLT W 4' MN E'BEDFBR W/ 2' X 2' X tW WASIER 4 NUT OR WV (2) 112' X 8' ANCHOR BOLTS 7w 7'X2'X V6' WASHER 4 NUT SECURE 214 FLAT To BL ® BV �gMgo NAL& 2X6 GARAGE D�D WV (3) L'2' X 8' J-DOL ® BOLTS. UV 4• MN &IB go X 2' X N' IllA6HEl4U 4,277 8' OF TOP. (U WITHN O) EVENLY SP go ® 8 NOTES. ALL ANCHORS $WALL BE N ACCORDANCE TO MANUPACTU S" INSTALLATION INSTRUCTIONS W4 ERE BllfJ! N T101GTIa16 AiE N'IDYE 6TRNC@JT GARAGE DOOR 1 BUCK ATTACHMENT 4C.41L V!'- 2X4. ® 2X4. 00 2X4, CIA SECURE TO BLOCK ILV SECURE TO BLOCK BP -CURE TO BLOCK IIV 3A6' TAPCONS MN IIV3/*' TAPCONS, MN V4' TAPCON6 MN SHANK SIZE Joe MN SHANK Sig Ja MN SHANK SIZE 05 MK HEAD SIZE JIM HEAD SIZE 3" HEAD SIZE 3" MN EMBEDMENT 11/4'1 MK EMBEDMENT 1 1/4') MK E'IBEOI ENT 1 V4') WITHIN 8. OF EAC14 UT14N V OF EACH WITHIN 8' OF EACH END 4 IS' OC. MAX BED 4 ID'Or— MAX END 4 W OC. MAX 6PACIW- SPACING. SPACING. 2X6, ® 2X6. ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WK2) 3/16' TAPCONS UV(2) V4' TAPCONS MK MN SHANK SIZE J45 MN SIIAW SIZE J46 SHANK SIZE Joe MN MK HEAD SIZE 3" MK HEAD SIZE 300 HEAD Sig 3" MN p• Cm MK B'IDIDYIENT 1 V4'1 MK EMBEDYE!NNT 1 1/47 EMBEDMENT I V47 WITHIN 8. OP EACH END p' CMW WITHIN 8' OF EACH END p' CMW WITHIN 6' OF EACH ENDbt4 —VCM �' DRYWALL ' 10. .. . MAX SPACING, 4 W OC. MAX 6PACINQ 4 18' OG MAX SPACING. SE P.T. OR e/4'X4' M 4 V2' DRYIUALL V2• DRYWALL 14, DRYWALL SECURE 1 4RU INTO ' ❑ P.T. 2X8. ® ❑ 2XA. ® ❑ SEC EMEND I-V4' INTO P.T. NAILER SEGUE 70 BLOCK 1-1. WK2) A TO BLOCK P.T. BEUIE TO BLOCK 17T4' BLOCK W/ 3A6' WK2) 3A6' tAPCQIe P.T. NAILER WK2) 3A6' tAPCON9 P.T. NAILER WK2) V4' TAPCONB P.T. HALER TAPCCNO DOOR CASING MN 8HANK SIZE J45 71/16' OAPJ. X 4' MK MK SHANK SIZE J45 DOOR CASING MK 6HAN. SIZE J45 MN BHA. 611E 145 MN K HEAD SIZE 300 MHEAD SIg 300 MN HEAD SIZE 300 T/I6' OAM X 4' MN MK HEAD SIZE 900 MK EhmEDMllENT 1 V4') DOOR CASING; MIN. EMBEDI'IENT 1 V4') MN mloaDvow 1 1141) MK E'DEDrIE NT 1-1/4' WITHIN VOF EACH END WITHIN VOP EACH END WITHIN p' OF EACH END DOOR CAGING wTHN 8. OF EACH END DOOR JAMB WI OR WINDOW 4 18' O.C. MAX ' W OC. MAX 4 16' OC. MAX 4 W O.C. MAX SPACING ATTACH TO 2X PER 6PACNG. DOOR JAT'D OR WINDOW SPACING. DOOR JAMS OR WINDOW 8PACNG. DOOR JAMB OR WINDOW MANFACTUES DETAIL& ATTACH TO 2X PER ATTACH TO 2X PER MAN FACTUES DETAILS. MANFACW 7ES DETAIL& ATTACH TO 7X PER MANFACTUES DETAILS. NOTE, SI M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" Alf TO BLOCK +3/4" OR +5/4" 2X4. 001 SECURE TO DL.00K W/ 3/K' TAPCO NB (MK SHAM. Sig Joe MN. HEAD SIZE 3" MN. EMBEDMENT 1 V41) WITHIN VOF EACH END 4 W OC. MAX SPACING. 2X6. m SECURE TO BLOCK WK2) 3/16' TAPCCN6 MN SHANK SIZE JO MN HEAD SIZE 300 MK EICIEDMINT 1 V4') a, Cm UT14N S' OF EACH END 4 16. Of MAX SPACING. IR' DRYWALL 2X8. ® Eli'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONS MM. K SHASIZE JO DOOR CASINO MN HEAD SIZE 300 MK VIDEDPEW 1 V4') WITHIN 8. OF EACH END 4 IS' OC. MAX DOOR JAMB OR WINDOW 8P'�W'' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLACK +1 1/2" nWI0NDOO TO BLOCK +1 1/2" NOTE, GIAM AS NEEDED TO PLU16 JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/15" t;'l1IHQDOW TO TACK +1 15/18" 2X4. Ml SECURE TO BLOCK UV 3AV TAPO" MK SHANK Sig J4S MK HEAD SIZE 300 MK O'BEDMENT 1 1/4•) WIT14N V OF EACH END 4 E' OC. MAX SPACING. NOTE, STRUCTURAL 2X PWT BE ON OUTSIDE 4 SECURED 2X6. ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3A6• TAPCON MN 1-1,14' UW2) 3A6' TAPCON6 MK GWANK SIZE J45 EN'IDEDeliNT INTO BLOCK MK LEAD SIZE 300 MK EMBEW'DNT 1 V4') WITHIN 8' OF EACH END 8• Cm 4 N' OC. MAX SPACING. 107 DRYWALL 2X& cm SECURE TO BLOCK PX4' WK2) 3/16' TAPCONS P.T. NAILER (MN 81441K SIZE J45 DOOR CASING MN HEAD SIZE 300 MK EMBEDMENT I V4') WhIN 8' OF EACH END 4 18' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, 6141'I AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" nlllND01! TO HLOCK +2 1/4" NOTE+ SHUT AS NEEDED TO FLINT'S JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3" 8 2X4, US SECURE TO BLOCK III/ 3/16' TAPCONB (MK SHANK SIZE J4S MK HEAD SIZE 300 MK EMBEDMENT 1 1/49 WITHIN VOF EACH END 4 W OC. MAX SPACING. 2X6. no SECURE TO BLOCK WK2) 3K6' TAPC420 MK SHANK SIZE J45 MN HEAD SIZE 300 MK @'BEDMENT i V49 WITHN 8. OF EACH END 4 W OC. MAX SPACING. 2X8. coo SECURE TO BLOCK WI12) 3/** TAPC" MN SHANK SIZE J46 MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 M' OC. MAX SPACM NOTE: STRUCIIRAL 2X MIUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MK 1-V4' EMBEDMENT INTO BLOCK NOTE, 8141M AS NEEDED TO PLUMS JAMB (DO NOT EKED 1/4') 8' Cm 112' DRYWALL I'X4' P.T. NAILER DOOR CASIN4 2ND 2X SECURE TO STRUCTURAL MEMBER UU(2UR4I WITHIN 8' OP EACH END 4 6' TO 8' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER PiANFACTWEB DETAILS, DOOR JAMB TO BLACK +3" i1®BIOS TO._BIQGK a4" NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3 7/18" r;��WDW� A TO BLACK +3 7/18" 2X4. SECURE TO BLOCK UM V4' TAPCONS MK SHANK SIZE J4e MK HEAD SIZE 300 I'IH EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST DE 2X6. ® ON OUTSIDE A SECURED SECURE TO CLOCK THROUGH NON-STRUCTURAL W0Y2) 1/4' TAPCONS MK 3A6' TAPCCN MK 1-1/4' W SHASIZE .14E MN EMBEDMENTINTO BLOCK HEAD SIZE 300 MN EBEDMIE T 1 V47 WITHIN V OP EACH END 8, CN11 4 W OC. MAX 6PACING. V2• DRYWALL 2X& ® I')a1' SECURE TO CLOCK P.T. NAILER UVl2) 1/4' TAPCONS I' P.T. X 4' MK MN SHANK SIZE Joe MK HEAD SIZE 300 MN EMBEDMENT 1 114') DOOR CASING WITHIN 8' OF EACH END 4 W OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAWRACTUE& DETAIL& NOTE. SHIM AS NEEDED TO PLUMB JAMS (D0 NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" n1fIND01/ TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngrouP.eom AA 8: 0003325 DRAFTING BY: MUNN A.B. DESIGN GROUP DRAFTING INC. 543913EAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 81388E-2802 BUBDIV. AC Lotil SILVERADO LOT #16 BLK #14 03719.000-16141 MOREL 2795-B GARAGE SWUNG: LEFT PAGE: DETAILS 150 MPH EXP. B 21 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL MANUFACTURER CATEGORY DESCRIPTION VCO.SIE EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOOL 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCit 12/31/2021 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IZ/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOOL 1Z/31/2021 1387212 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 1/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/32/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32SO2.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 F8Ct 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBOt 1Z/31/2024 15076•116 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBOt 22/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 152792-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBOt 12/31/2021 239S&S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOORS W-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 107SS-RB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 152164R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 LAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 LAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-R5 TAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMFS HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FOOL 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2021 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774.8078 FAX 407-774-4078 wwwAbdeskMgfoup.com AA 9: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813.888.2628 Iloo FAX: 813-SM2802 avnwiv. a. LOT: SILVERADO LOT #16 BLK #14 P osmCTJII 03719,000-16141 aw 2 95-B GARAGm swlldG: LEFT PAGm: PRODUCT APPROVAL LISTING 15 PH EXP. B PRBaOR'ED CONTROL JOIR FLANGE OF CONTROL JOINTS Td ISE URRED TIED TO LATH . 6' OC. MAX (VERT3 MOM DO NOT FASTEN CONTROL JOINT TO U ALL EVEN E STUD EXISTS BEYOND EXCEPT STAPLES UY 6E E 4NTRRE USED OL JJOW TO TB'P. DURING INSTALLATION FASTENERS TO BE SPACED-7 . T' O.G. MAX VERTICALLY/ LATH SHALL NOT BE CMONTWJOIM •• Twillia MCONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH 811E. Wit• k TNIOC 3 COAT CE'@tT PLASTER AND LAYER % FORTFNBER BUILDING PAPER APPROVED FETAL LATH FASTENED •1' (VERTJ OC. MAX AT SUPPORTS WRB LAYER 9, STUCCO URAP WOW SNEATMNG PER ASTM Cl PROVIDE 2X4 BLOCKING PLACED RAT MAX 6' TO V FROM CONTROL JOINT WEN NOTE,\ CONTROL JOINT FALLS ON FASTENERS FOR LATM TO BE NAILS ORS i 6TRJCTURAL STLD STAPLES IN COMPLIANCE UY A67M C1063 r 2. WIFE TIES TO BE (NO. U)004 W DINE / 3. BLOCKI G. SHOW MAY ISE IN ADDITION/ \ TO WALL STURDS, MIRED PER PLAN �I7 11 I� I O"M" TYPE CONTROL JOINT OL.0.D MMIp . PL A On I "IL4 OL FOLD NWID . PT. A T. COMAM . M, 8 OLFOW ►NAM*Pr. A 1 CRE.".Pr.r POW • 46 A L pILD wwtD . PL I. GRAIN . Pr. r a OaAII . Pr. O 4pcw Pf.0 OVO4 Pr. 6 TILL Pr. D TOIGSI 80MOM IaANIe O IOTTON ^LAINE W,WR TtlNT WAIL POW, pQ WK cut. RAS•M(on NOTE. APPROVED BIM 04 WRAP SMALL BE LAPPED A MNP7M OF 6' . VERTICAL LAPS (ROLL E1106) 4 6' . HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAYTAPE�, UM FDRTIBER SMEATMNG l LATH VERTICAL LAP TO BE 1' I� n n—Tn 1 METAL LATH tT I URU1B LATER sl, I STUCCO WIAP M lT1 PMFR LAP � I \ LNG PAPER/ I I Rl 40 NrT T I TICIP! T U.UIIM AT 1=00 Q II/O► WILL NTBlCTIR1 2 acALE.IIQ•.r-r VERTICAL LATH & PAPER DETAIL WOOD NOTE, SMEATI SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO BUILDI RRRAM1142 NE BE & PAPER THEY SMALL BE TIED WTM 00415-IL (121-Mt) slum WINE AT INTERVALS NOT MOM THAN 6' (22%-M7). AO PER ASTM C10r3. ® KICKOUT ,� PAIROF,�, IN AM LAYERS. TEARS DETAIL MAY BE PATC4ED UY 40M WRAP TAPE PER MANP. SPEC. OR PEEL 4 BTCK IMTSI T OVAL (ISO M IOLOW m YDr eln I' THICK 3 COAT CEMENT PLASTER FETAL LATH WIS LAYER a. FORTPOW B)ILDING PAPER AM LAYER 9, &WOOD UIPAP PIPE/ WRE TO FRAMING W IS LAYER •2. FORTIFIER SULD90 PAPER METAL LATH VW SELF-ADNERAif. MEMBRANE Rl411,17N6 OVER 4.4' SELF-ADFERN6 MEMBRAFE FLASHING OVER APPROVED R4OJSE U. R.AS14I1G TO EX INO ONTO PIPE W CONT. BEAD O°SEALAW INSTALL APPROVED HOUBBiRAP AJR NFLTRATIGN BARBER OVER ELASTO•ERIC COATING OVER 6TUCC0/ C.V. FINISH (WE TYP WI— BEGTIOW SECTION I. hmdhftbw �>t�Rrile Exterior use of pmWltl tend plaster shag comply with tlE eppOmtlon repuimmB of ASTM C 92618b. installation of e■tedor tatting and k m t9 shag complyv ilh ASTM C 106319e, or ASTM 1787. 4',W SELF-ADIERI IS MB'EIRANE y FLASHING (COMPATIBLEWF HOUSE URAP MATERIAL) OVER \ I. OR LESS FS NETT CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEbRAE F A6MING STEP Of WOOD SHEATHING OR CM 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 4 TAPE OVER ROOFAUAL - SCREED Z 5'X5' 'L' TYPE CONTINUOUS F z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. R TAIL ( LEGEND rear' SELF -ADHERING MEIeRME R.ASLaNG rcorlPatlBLe W/ MOUSE URIAP M47ERIMS OVERANE eELF-ADIERIYA MEMBRME PLASHWNC. OVER APPROVED 14ONSE WRAP. F_A6MNG TO RXTEMD ONTO PIPE CUT AND OVEFLAP ONE SIDE OF SELF-ADFERNG MEMBRMIE FLABMIG 1 DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/161 ZIP WALL SHEATHING 5ELF-ADHE5IVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-.1031.1 / A5TM C-541-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com Illb AA •: 0003325 DRAFTING BY: A B. DESIGN GROUP DM CENTER BLVD. SUITE 1004 TAMPA, !TINGFLORRDA 33634 PH: 813N2628 FAX: 8138862802 SVHDIV. & LOT SILVERADO LOT #16 BLK #14 PROJECTOR 03719.000-16 4 mopmu 2795-B GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 APH EXP. B INSTALL V SELF -ADHERING MEMBRANE PLAS149JG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECAJENCE OF PLASHINS TO BE: L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT I$ TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND 1 ..'L: VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& AW CAULI NCs - JOINT I I ALL AROUND I I PER SECTION R703.7 1 Exterior lathing and D I Exterior use of portland cement plaster BACKER ROD shall comply with the application - requirements of ASTM C 926-18b. kInstallation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER 9, 871.ICC0 WRAP HOODED VENT J' THICK 3 COAT CEMENT I, .X: PLASTER METAL LATH WAS LAYER 4, FORTIFIBER BUILDING PAPER WOOD SWEAT14NG DRYER VENT ( FRAME) r SHEATHNG AYER WRAPAYER 4, FORTIFIBER NG PAPER oHeTucrloN 6' WIDE STRIP SELF ADHESIVE K A6WIN3, CLEMt MASONRY BEFORE APPLYING Z PLAS1Ie1G STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER al, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANLIF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUCsH / WALLI &' SELF ADHESIVE — FLASHNG INSTALL PER MANUF. SPECS-) BUILDING PAPEI UNDER 'QUICK FLABF A VENT PENETRATION SCALE: N.Tb. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 4' `ELEC. METER FIELD y VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER THICK 3 COAT CEMENT Ys' TO Yo' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED 1-�/ I -T. WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES r0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWIPAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEURAP BELOW r1a.Ar e PLANE BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO S' CMU WOOD SHEATHING JLRS LAYER 1, STUCCO WRAP WRS LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH _1W TEXTURED PHSH - WOOD -FASTEN TO WOOD STFIUC/IRAL MEMBER - T' OL. MAX IV TO Jr Pw4LLALL uEEr era l 4.' WDE STRIP SELF ADHESIVE FLASHING, CLEAN MA80NR1' BEFORE APPLYING V - PINION -MASON2'Y (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) APPLY E-Z BEAD OVER b® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 S' WRB LAYER 9, STUCCO WRAP UIRB LAYER 9, STUCCO WRAP APPLY 60 MN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED NOUSEILRAP WRB LAYER 02, FORTfFIBER BUILDING PAPER STEP *4 ELASTOMERIC COATNCs OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) 40-a—METAL LATH STEP 05 STEP "re nELECTRICAL RECEPTACLE 1441 N. RONALD REARIIN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdesigngroup.com AA ik 000332, DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BE UIMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-896.2628 FAX: 813-888-2802 SUDDrV. & LOT SILVERADO LOT #16 BLK #14 PROJECT# 03719,000-16 4 mopEu 2795-B GARAGE Sl/IBTG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. WOOD SWEATHIN WOOD -� CONSTRUCTION V4' HAT CHANNEL TYPE 'X' DRYWALL D SWEATWMG WRB LAYER 01, STUCCO WRAP k THICK 3 COAT CEMENT PLASTER EXr. WOOD FRAMED WALL UM LATER 'I, &04%.00RDECKING STUCCO WRAP WRB LAYER 4, FORTIFIBER F'IR'-mwdo TI11196 BUILDING PAPER i' THICK 3 COAT CEMENT WEATHER RESSTIVE - BARMIER q PLASTER WEATHER RESISTIVE - 6' SAP. • TOP OF WEEP SCREED BARMIER -2 TO SHEATHING. BEHIND WEEP SCREED i' HICK 3 COAT CEMENY PLASTER 4' POSITIVE DRAIN y�,EP SCREED METAL LATH WOOD BtEAhIRG �6' SELF-ADHEREMG FLASHING WRAPPED :�\ • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER q, STUCCO WRAP WIM LAYER -2, FORTIFIBER to I BUILDING PAPER "',. . x:' ��6' SELF-ADHEREING ,. ' PLASHING WRAPPED STUCCO WRAPP WRB LAYER ' ' • CORNER OF CANTILEVER �v 4' POSITIVE DRAIN AMICO 4Mib-WPWC-T80 1 12 i WEEP SCREED CUSTOM CASING BEAD NO GAP INFIELD —/ (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL.® CANT. SCALE, 1 1/2'-P-0' NOTE: METAL LATH: LATH TO 5E PER SECTION R71031.1 / A5TM C-641-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHIMMEL W(TEXTIdRED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH i' THICK 3 COAT CEMENT PLASTER WOOD CONBTRJCTICN WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHONN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONBTRUCITON RESISTIVE I RESISTIVE 2 I' THICK 3 COAT CEMENT PLASTER METAL_ LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION �� I Y: GAP FOR BACKER EXTERIOR EXT RIOR ROD t SEALANT — V POSITIVE DRAM —PLASTERJ' THICK 3 COAT OMNt VINYL CASING BEAD WEEP SCREED WATER PROOFING 4t- ND LAYER (2 LAYER PEE _(811DWM FOR 0.ARIFII:ATIDN of a STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL ■ STICK) SET IN FULL BED OF 6' PEEL t 6EALANT,)i' MIN. STICK • DRIP SPACE FROM DRIP SOW TO DECK FACE TO TREX TROD I VA'VA'P.T. OR 8MILATED 4 SEALANTRBACKER WOOD (TREX) FILLER CONTINUOUS — VMri CASING. BEAD WATER PROOFING At' WEATHER IRE618TIVE LAYER (2 LAYER PEEL A y BARRIER q STICK) WRAPPED FROM WEATHER RE618TIVE BALCONY DECK TO r.a�■■�� CANTILEVER .N..,.,...K BARRIER 4 6' PEEL 4 STICK • DECK MEMIBRANE DRIP E TO IP D OVER DRIP EDE DW ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET M ALL BED OF 114'XI is P.T. OR 61MRILATE SEALANT, JV MIN. WOOD (TRBX) FILLER JSPACE FROM DRIP CONTMOUS FACE TO TREX Y: GAP FOR VINYL CASING BEAD ROD A SEALANT WATER PROOFING bt FINMBN LAYER (2 LAYER LAYER 0 LAYER PEEL ■ PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HIAT C 4ANEL CANTILEVER I' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING XLMN SHEATHING EATHER RESISTIVE AR\\RIER q EAThER RESISTIVE AMMER -d SAP. \ 'EEL i STIFIC 116'x3' 'L' FLASHING RLLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL DEC) OF SEALANT, V MIN. SPACE PROM DRIP FACE TO TREX �:WIEATWEIQ RESISTIVE / BARRIER q /1 y WEATHER RESISTIVE ' A BARRIER 4 04EATWM I0Dun om, 4 6TI ' Iw. \PEEL Iwo FLASW DRAINAGE PLANE (WRB �® a O°R EMBEDCeD M R7 CEMENT LAYER 01, STUCCO WRAP) I X 3. 26 GALV• METAL DRIP EDGE E U1R5 LAYER 02 (FORTIFIBER I Yr'XI AS, P.T. OR SIMLLATED SET IN FULL BED OF '4La+T• ' BUILDING. PAPER) WOOD (TREX) FILLER CONTINUOUS SPACE FROM DRIP X* GAP FOR SEALANT VINYL TC°ASINNGG BEAD METAL LATP x—x—x—x OPT. BACKER ROD. WATER PROOFING Ist MODIFIED w LAYER (2 LAYER PEEL t STUCCO 3/4 RESILIENT HAT CHAANEL STICK) WRAPPED FROM BALCONY DECK TO VNYL CAS1NS BEAo CANTILEVER WOOD OR-1/1(o' ZIP WALL 2' THICK 3 COAT CEMENT u' PLASTER 5PEATP INGs 8/6' TYPE 'X' DRYWALL METAL LATH W/IEXTURED i PA'MTED WOOD SHEATHING SELF-ADPE51VE FLASHING. — — — — — FINISH ]• THICK, 3 COAT /T 4' POSITIVE DRAM WEEP SCREED PLASTER VInTL CORNER nEco J (BHOIW FOR CLARIFICATION OF V6Iri CASING BE D J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (�W/"L" FLASHING SCALE NTS F WOOD SHEATHING 2x FRAMN5. MEMBER I' THICK 3 COAT CEMENT PLASTER 2f2'CORNER READ FASTENED TO SHEATHING _ a 11 O.G MAX. c aNanr� L�'WIW WRB LAYER 9, W VXTUL D t PANTED B ;w&tq STUCCO WRAP ISH WEATHER RESISTIVE��1C3 COAT CEMENT BARRIER qRUIOOD SHEATHING � ISF�1 �i�METAL LATH VINYL C401011ER AQ VINYL CASING BEAD NO GAP IN FIELDA LAYER n, FORTIFIBER (SHOWN FOR CLARIFICATION OF BUILDING PAPER SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD ® FRAME 11 EDGE INSTALLATION z*k CORNER BEAD (FASTENER t SPACING ® 1' O.G.) N CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD (6) BLOCK WIRE LAYER 9, STUCCO WRAP WOOD SHEATHING WRB LAYER v2, FORTIFIBER 'I BUILDING PAPER 1 WRB LAYER 01, METAL LATH STUCCO WRAP d' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER PLASTER \`�' BUILDING PAPER h'SELF-ADHERING METAL LATH FLASHING I' THICK, 3 COAT CEMENT y (EXPLODED IEW FOR PLASTER DRIP CAP �' CLARITY) WINDOW FLANGE WRB L R'1, • i g STUCGp WRAP = WRB LAYER -2, FORTIFIBER i i BUILDING PAPER • i ■ METAL LATH i ) ■ i' THICK 3 COAT CEMENT PLASTER i ■ CP'SELF-ADHERING ' FLASHING ! _ In DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAUOLVD. ORLANDO, FL 327PH: 407-774-607FAX 407-774�407wwwAbdesigngroup. AA M W03325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 1114 FAX: 81368E-2802 OU13DIV. at LOT. SILVERADO LOT #16 BLK #14 PROJECT# 7 - 4 mop,L: E 2795- B GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 4' GAP TYP ;' THICK, 3 GOAT CEMENT WOOD SHEATHING CASING. TO TRIM METAL PLASTER METAL ATH L E G E N D IX TRIM MEMBER WRB LAYER 9, • STUCCO TO STUCCO WRAP SIDING TRANSITION WRIS LAYER 02, FORTIF15ER DRAINAGE PLANE (WRB WOOD SHEATHINGS BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD BREATHING WRB LAYER 02, FORTIFIBER WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER WRB LAYER "I, F BUILDINGS PAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH - i WRB LAYER 9, STUCCO J' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER ST�Ucw WRAP STUCCO WRAP PLASTER I BUILDINGS PAPER WOOD OR l/16' ZIP WALL b'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING THICK, 3 COAT CEMENT I&' KING oRPEELRESELF -x STICK FLASHING — — — — VINYL ANGLED EXPLODED CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD DRIP GAP 18 (CROSS SECTION) J' THICK, 3 COAT CEMENT SEALANT PLASTER WINDOW FLANGE WRB LAYER N, ;;„ ; METAL LATH STUCCO WRAP 1 VINYL ANGLED '' 11100D O"TRJCTIONBEYOND I I CASING BEAD 'p SM7OD SWATHING 1 1 WRB LAYER 02, FORTIFIBER t BANNERER�TIVE BUILDING PAPER i UEATWMRESISTNE 1\ i WINDOW FRAME f METAL LATH ' ,� j �• ' // \ � / WRB LAYER S2, FORTIFIBER t X T Yi LAP SIDMS / \ \ ,. LIP I 1 BUILDING PAPER THICK 3 COAT CEMENT R1E1d1° PLASTER ASHINS,s �� RESISTIVE I E-Z BEAD VINYL CASING BARRIER STARTER sTIaP "BATHER RES01^'E 1 (W1%* FLEXIBLE PVC BACKER ROD) ; b'SELF-ADHERING �� \� BARRIERI I FLASHING I j \\ y R -ADIIERMf'ADNERwR E i \ AOMM GALv9 PETAL DRIP CAP GALVIP METAL 'r PLAMING_ _ 'r MAGWING IY'x T St'AJLATED I WRAPPED AROUND FRAMINGan WRB LAYER 01, STUCCO MEMBER WINDOW FLANGE u13oD TRIM rEr�ER 6' SELF ADHESIVE FLASHING CASING BEAD C� WINDOW GIMULTRIM c WOOD SHEATHING 15 C (FRAME, W/BAND) `,� s. Al GAPII�.� 7X FRAMING % OR APPRIOVED SEALANT `� MEMBER w- CASING DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME-----------------------i --------------------------- ---------------------------------------------- " � 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING::::A NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH ``,I R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. 1 METAL LATH PER SO. YARD (UTILITY OR NOMINAL WRS LAYER 02, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER 1 STUCCO WRAP WOOD SHEATHING WOOD SHEATHING WRB LAYER 02, FORTIFIBER a YOO+�rRucrloH 6• SW-AD,E� BUILDING PAPER StOoD, PLASN6IQ HING 1 1 WRB LAYER 01, THICK 3 COAT CEMENT EEAT�e RESISTIVE STUCCO WRAP BAD ER i \ WEATHER BAR RENa�r°o16I w 1 PLASTER UEAT4m RESISTIVE / b' MK ABOVE TOP i - BARRIER 4 / \ OF 'r R-AS14MG I WRB LAYER 02, FORTIFIBEReLL4P81D1'G .'� j a \ D tEAneR RESMnVE VINYL ANGLED , BUILDING PAPER b -a 8ANjEER1 1 WRB LAYER 01, ; CASING BEAD FLASHM6 MAZER RESRTIvE 1 STUCCO WRAP 1 METAL LATH \ BA1°O°" VINYL CASING BEAD RR i STARISTRIP `\ `\ ' (EXPLODED THICK, 3 COAT CEMENT I I � `VD METAL r� b' WIDE FEEL t STICK VIEW FOR PLASTER \ Doa OR WINDOW FLANGE OVER FLANGE CLARITY) GALV V METAL UFAINERRESISTIVE 'r FLAWING I. I SIMI"LATED ER ; E-Z BEAD VINYL CASING cAMOVETOP r17KR.ASNMG 2X FRAMING (tlV%' FLEXIBLE PVC BACKER ROD) I E-z BEAD vMYL caelnl� ' ` LLY' X v SmULATED 1 MEMBER % BAC ER ROD) PVC i SELF-ATRIMWERING -APPLY FULL BED OF SEALANT BETWEEN ; CASING BEAD ® RAISED \ ' ' �`°°""` FLANGE 4 BUILDING WRAP R-4SIRYs . , BUILDING 11yr nA SCBAAE:ND (:: I PRUoCAULICM WRAPOR APPROVED SEALANTFRME)E R--------- -- ---- -- --------------------------------------------------------------r,srnE L------- uEeT HE,IVE— E-2 BEADy41rL Gq°tY. 8.4IatlE1e 4 B�ACXER ROD)EXIBLE PVC ® SIDINGTO TO FRAME BLAME`-2TUCCO WEATI-M � f? � Ez BEAD WINDOW CASING TRANSITION U i� 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdfigngmup.com AA M: ODOW28 DRAFTING 9Y: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M&2628 FAX 8138 6 f�2802 OLJSDI`I. dt LOT SILVERADO LOT #16 BLK #14 PROJECT* 03719,000-16 �[O>QEL• 2795- B GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 H EXP. B � lJa DP IN 01/01/21 OCALE: 1/4"=1'—O" OEtEET WA4 Cliff IIoIREIRAP AT 48' ANGLE MODIFIED Y• OR N NOIBEIRAP LINE OF IRDOIN OFBDOG APFIIDVED HOME~ OVER SIEATNSG OVER ED STUD IOU FSTALL S'— SELF-ADWMRM RASNNr OVER NAILNS FLAB! JAES TEPPO FOLD-4 NOISE TUOC F am" FOLD N AT SLOP STEP 1 INSTALL S• SELF -ADZE RASNSG c VINYL !EA FLASNFIO [I OAMW MAX FLAGS I ExTeo Be.F-ADZE BEY N►G T BEYo.D a FLASIISG INSTALL VI CAP Do9D PLASMING, MN r on,= SILL FLEXIBLE rLANMG Do NOT SEAL BOTTOM FIN +31Moluff:? ALIGN FLAGNIG IV M. EDGE OF BILL MO. PECMiHCA.LY FASTEN FATED ODOM[CAP IWLS. STAPLOW INSTALL DUFONT PLDNRiP AS TF /LANaG AT TINS FOLD MOUBEIRAP DOW i TAPE OLIOONA. CUT i ACROSS MEAD O IIi INSTALL V ODE ADIENVE - BALT?D FLDMIELE FLAEIIG MATE IIIAL OVER DRIP CAP JOINT cPRoTearo-IRAP Br-20-L - EOIIV) STEP 8 -L'� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS APPLY ON IOU (o Ei GBALANT . FLAOMM (LANDO MUTE -SEAL RC-SI OR EOMLILA SLOPE 81LI. TO EN L IT 18 THE CONTACTOM REBr t4BM&TY TO VERFY TIE CCIV ATIBILITY OF ALL PIIODUCIB NCLUDNS NOUIEIR.4P. OffALANTS i SELRADWMR1O FLANUG MATERIALS USED DIIINO CONSTRUGTICN.. 2. INSTALL ALL MATOt AL.S F®I MANIFACIUPMM WRITTEN SPECIFICATIONS, INMRIAL BEM.A" MAY MA= ADYWOMY F NOT C0111-ATELE. billi CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW IIB9 FOLLOWING COMPLETION OF EXTERIOR RETROPIT WORK REPAIR SCFIEME SHOWN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW T1 E WINDOW OPENING SEAL INTERIOR PERB'ETER OF WINDOW WITH SEALANT li Ll IT 16 THE CONTACTOM REAFCNBWLTY TO VERIFY TIE C MP-ATmILITY OF ALL PRODUCTS INCLUDING, SEALANTS iSELF-ADIEPRM FLASNSG MATNBALS US® DURSG CCNSTF CTION 2. FLANEG AT EXTERIOR 904DCM AND DOOR CPBIN38 SMALL BE INSTALLED N ACCORDANCE WTI PMAN1.11 ER'S MTALLATICN NSTRUCTIO S AND APPROVED HETIOD U OF REC RTOSAU U N ACCOIDANCE WITH FENESTRATION MANPACl1I@ERY INSTALLATION AND FLANiSG BBTRICTIONS. NBEii SEALANTS MAY REACT ADVEWBELY F NOT COIlATEU.E. WALL FLASHING INSTALLATION 13 DETAIL MASONRY Bc..aE. snt..r o 1441 N. RONALD REAGAN BLVD. ORLANDO,132750 PH: 407-774-6078 FAX: 407-774-4078 wwwzbdesigngroup.eom AA M: 0003325 li DRAFTING Y. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813868.2628 FAX 81b888-2802 sxnmrv. ae LOT SILVERADO LOT #16 BLK #14 PI ROJWT# 7 - 4 mogEr1 2795- B GARAGE 81InJG: LEFT PAoz:WALL ASSEMBLY DETAILS: WINDOW F ASHING 15 H EXP. H \ 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL t STICK METAL FASCIA WRAF' DRIP EDGE 1\\ I\ 1/8' TEXTURED t \ FINISH ® WOOD I \\ 2X6 BLS 1/2' TEXTURED \ FINISH IB CMU / \\ METAL FASCIA \ WRAP Ye' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ �11 © PLAN B V8' TEXTURED FINISH • WOOD V2' TEXTURED FNISH • cm METAL LATH { -WOOD SHEATWWS OR cm WRB LAYER ry, STUCCO WRAF,(FRAME ONLY) 1 UPS LAYER 42, FORTIFIBER BUILDING PAPER (FRAME ONLY) -_� 7r�.0 DRIP EDGE METAL KICK OUT \\ NOTE: NOTCH FOR 2X6 \\ \\ SUB BAND ONLY \\\ ROOF KICK OUT REMOVED \\ FOR CLARITY \\ \ ROOF DECK (BEYOND) \\\ 00 \\\ \ DRIP EDGE, I' OFF WALL 1111111117 \ \. NOT INTO STUCCO) 1 TEXTURED FINISH a WOOD, 1/2' TEXTURED \ FINISH o CMU - 2x6 SUB -BAND W/I'x4' NOTCH 6 \ END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (& WALL x x x x x x x x x x x x x x x x x x x x - x x x x x x x x x x x x x _ .. x SUB BAND DETAIL® WALL W/KICK— OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH a END, WRAPPED IN PEEL t 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/Wx4' NOTCH tv END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT g ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX* 407-7744078 VAMAbdeslgngroup.00m AA #. 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA SM34 PH: 8138862628 1,4 FAX: 813588.2802 IPR UBDIV. Se LOTSILVERADO LOT #16 BLK #14 OJ10CTO 03719.000-16141 mopmu 2795— B GARAGE STaNG: LEFT P" °"WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. H SLAB 50'-0" 3V-8" ot'—; 19'-4" TOP OF 27'-2• 18'-0" ' o SLAB 0-1 r�-\+ � 3 q'•4"\` 3'-2' 3'-2' 10'-4' 8'4" F2-30X304"CONC. SLABF4' IL PVC`.\CHASE F7 `«lO� Q `\U�,1" PVC CHASE o V Q ti ` \ FOR ELEC. @ EXTEND FM-16Xi8 I O � ` ISLAND `T SLAB 1 1/2" 1 27-2" TO1'? I SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED `\\ I OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. \ `\\ I 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ,R -3 14A IF `\\ �``\ ' TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS \ �``\ I ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER I ` �``\ SERVICES. LL I 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/7 FELT PAPER AT THE JOINT. I iv 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL 2 \\ DRAWINGS. 1,1\`\\ 4 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. \\\\` 1 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE iv WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. \\` 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. Ix `\\\ I 11.0INOICATES #5 BAR IDINDICATES #6 BAR, ENDICATES 97 BAR VERTICAL ` ` REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE %%% ILL o I HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90• �\a c 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 4 20'4" 29'-4" SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS IN iv BEEN DELETED UNLESS NOTED OTHERWISE. - 14. VERTICAL REINFORCING IN CMU SHALL BE #SS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: N I A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 4 `q� 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" ORS" . MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED I. iv 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: • 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING N f I CODE, RESIDENTIAL, Rh EDITION I N TE2 — — I I 1 I 8 v 1.1 1.1 7 1.1 -51/2 5 2'3• Ii5 1.1 2 2'-8" 2'4r S-6• I3 �c m 1• 16'-10• 1a-1o• I �I EXTEND LL SLAB 1 1/2' Y N ry I wa o 11 1, L M-18X18 N N QJ N F1-24X24 o N Im c 31n N m 11' v FMC-18X18 3' 5"1,-0 "CON . SLAB 7-W 4 2 I 44' (� 1 1.1 o a FM_1 18 Iu�. -7112;� q FM-16X98 1.1 Y F1-24X24 _ _ — - FM-16X18 ---- --— u Fri e TE-1 _�• FOUNDATION PLAN 4" 5'-0" 4 20'-W 9'-4" 7'-8" 13'-0" SCALE: 1/4" = 1'-0" 50'-0" SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6z6 W7.4xW1.4 OVER GENERAL 3 i/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x16 16" CONTINUOUS 18" - (2)#5's FMC•16k16 16" CONTINUOUS 18" - s #51N CURB VARIES Ft-24z24 24" 24" 12" s () s (-�4" BELOW GRD TEA 6' SEE PLAN 8" - 1 s (-��• TE-2 8" SEE PLAN 8" - (1 s _ (-p'-0• CWC-12X12 12" CONTINUOUS 12' #5 IN CURD VARIES F7-30X30 30" 30" 12" (3) AS's (-)8" BELOW GRD F2-30X30 30' 30" 12" (3) it5's (3) #5's -)12"BELOW GRO 7A41 N. Po)NALD REAGAN BLVD. OPoANDO, FL 32760 F'H: 407-774E078 FAX: 407-774-0078 www.abdesigngroup.wm AA #: 0003326lam LDRAFTING BY: TAMPA, DESIGN GROUP RAFTING INC. AUMONT CfilRER BLVD. SURE 1004 FLOPoDA 33834: 813.888.2628K 8138862802 avHa:v. de LOT: SILVERADO LOT #16 BLK #14 PROJECT/T 7 — 2795—B GARAGE 9MNG: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING Z } ? Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED r - Q a CELL SEE PLAN FOR SIZE AND p CELL SEE PLAN FOR SIZE �D SPACING REQUIREMENTS I a O } SPACING REQUIREMENTS" a_ C m m 1 �LLI j KN < FM - I K c Z 8" CMU WALL O 8" CMU WALL I .. CORNER BARS, SAME SIZE AS LARGER BAR O Z �O +- 0'-0' 1 IN FOUNDATION WITH 30" LEG EACH g `moo, 'll WAY AT ALL CHANGES IN DIRECTIONS ! TOP OF SLAB _ TOP OF SLAB I ... - SO THAT THE STEEL REINF. IS CONTINUOUS y MATCH AMOUNT OF CONTINUOUS BARS (j/��•T " SEE SLAB SCHEDULE e a -VARIES "I " Irk ILL ''- EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) 18" EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE " ' d. CONTINUOUS STEEL MONOLITHIC ° - FOOTING REINFORCEMENT SEE SCHEDULE Jo i/2" ISOLATION JOINT (WHERE . • �.. • 6" CHAMFER (2-STORY) #4 W/ 1PY ISOLATION r CHAMFER (2STORY) • 6' CHAMFER (2-STORY) .: APPLICABLE) Z - 324"0' SEE SCHEDULE #5 30' JOINT (WHERE APPLICABLE) Z r—•'� 4 EE SCHEDULE WHEN FROMFOUNDATIONS AVING f FOR WxD, BAR SIZE„ 06 FOR WxD, BAR SIZEBARSAND DIFFERENT O CMADE BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (,e. 2 TO 3, PROVIDE 2 BARS), UNO #T 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION GARAGE SCALE: 3W'=1'-0" R BARS DETAIL 02� SCALE: 3/4"=1'-0" GARAGE DOOR LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON w RECESS NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g j LAP TO OCCUR OVER STUD OF WALL W/ PLAN u1 W g• WLu = 2x4 OR 2a6 WOOD BEARING PROVIDE BLOCKING uJ WALL W/ SYP w ❑ a I No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ CURB FOR MASONRY NEW REINF. BAR O a SECURED W/ 2- PART 1/2'k9" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH UNITS SET a g EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16. OC Z'0• AT ELEV: 2" CAPPED GALVANIZED PIPE � < 8", UNO SIMPSON SPH4 OR SPH6 MAX. 0'-0 W/FLANGE BASE _ F. BTM AND TOP PLATE1/2' N X SPECI�FI'CATIONS FOR ANCHORS Odx 4 = m USE AND I COMMON NAILS FILL ALL r m PREPARATION OF HOLES, DO NOT USE 10d w wx HOLE. x 3" Q SEE SLAB SCHEDULE SECURE FLANGE TO RECESS AROUND GARAGE SLAB WI(4)1/4"X21/4" o p `" +-0'-0" TAPCONs o•Q?° roPOFSLAe DOOR OPENING 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE LAP TOP PLATE A MIN. OF 48" FOR WxD, BAR SIZE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND BAR QUANTITY LAP TO OCCUR OVER STUD OF WALL W/PLAN ADDING BAR TO r�INTERIOR CURB FOUNDATION WOOD WALL '7 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SCALE:34"=1'-0" UPLIFT) BOLLARD MONOLITHIC FOUNDATION WALLW/SYPN02STUDSSEE 5 SCALE: 3l4"=1'-0" V SCALE: 3/4„=1'-0" (W/ PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL. METAL CONNECTORS NOT REQUIRED WHEN NO /toul UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 48" AND NAIL W/ t6d COMMON a:SEE SLAB SCHEDULE NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED < LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND +- 0'-0' SPACING REQUIREMENTS TOP OF SLAB 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z\ _ WALL W/ SYP No 2 STUDS SEE m PLANS FOR SPACING. SINGLE - ° BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL d PROVIOE DBL. TOP PLATE 16"O/C STAGGERED. <W •.a ° ADDITIONAL METAL m O CONNECTORS NOT v EQ. EQ. EE SCHEDULE REQUIRED WHEN NO O: tai) FOR WXD, BAR SIZE UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) AND BAR QUANTITY +SI 8" CMU FILLED CELL(TYP.) �(•'' INTERIOR CURB FOUNDATION WOOD WALL _ AS _ TOP OF SLAB SEE SLAB SCHEDULE 8 2X WALL FRAMING scALE: ya"=r-0" UPLIFT) +_ 0'_0' 'I< SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" (NO TOP OF SLAB _'°� Z m MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX . ��. POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE - 10 /FOR WxD, BAR SIZE AND BAR QUANTITY X AND BAR QUANTITY e• VARIES e• INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3' 3' 9 SCALE:3/4'•=1'-0" FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) SCALE: 3-'=1-" 'v S SCALE; 3/4"=1'-0" (ry wCtxn. � E u SHOWER RECESS FOOTER 2 SCALE: 1 "=1'-T 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774.6078 FAX 407-7744078 www,abdesigngroup.com AA #: 0003325 - DRAFTING BY: A B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CEN►ER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134064828 FAIL 813-888-28(12 SVHDM da LOT: SILVERADO LOT #16 BLK #14 PROJECT* 03719,000-16 4 mop,Err 2795-B GARAGE SVWC;: LEFT PAGE: DETAILS 150 MPH EXP. B 144i N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: SJ3386-2628 FAX: 8138B8-2802 SLTHDIV. Ae LOT SILVERADO LOT #16 BLK #14 PIROJSCT# 4 mo�Si: 2795-B 0AitAGZ SVWQ: LEFT PADS: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = V-W TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. - - —� TO HORIZONTAL REBAR Wl 10" HOOK iv GROUTED BOND BEAM Z VARIES PER ELEV. f ° a y 4 F. 0_ #S BARS .• m e � m m 10" HOOK �` .; 4 tea.• LL oz • m ° _ a • y • ° $ _, O CLEAN OUT REQUIRED m K FOR INSPECTION cc '0" 0'-0" FIN. FLR. Eli -+� - TIE RTICAL REBAR ...°. a TO HORIZONTAL ° -°: REBAR W/10"HOOK �L BAR SIZE 148 BAR DIA. I Z W > I 0U #3 is" 24" q C.11 UNIT ARE NOMINAL. SIZES #5 #6 w #T 42" OFFSET METHOD CONTINUOUS SIZE 458AR DIA. METHOD ##44 24" 0/ MASONRY SYMBOLS HORIZONTALIVERTICAL HORIZONTAL/VERTICAL #5 30" 3 SCALE: 3/4"=V-0" REINFORCING _ 2 REINFORCING SCALE: 3/4"=V-9' #s 36" #7 42" SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup— L AA #. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813A86-2802 BLTHDIV. & LOT SILVERADO LOT #16 BLK #14 PROJECTIP 03719,000-16141 ''17' 2795—B GARAGE SUING: LEFT PAGE: DETAILS 150 JWH EXP. FRAMING NOTES: —-----_.,--,, ----------- -1T/OMI,". .m.. .—.----- -- OB 8F16-1T/OMI78 _,. .,----.— �..�S now El millosom" 5-10" 19'd" d ) 1 0 olmgolll ro m LL o� w u-i IL +>:' �� m � 5 8F16-lT/0M/lB N A kh A u� x^ u "T F F S ds UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. V 4". UNO. t aEl x s _ yI IF361TIOM/OB t 9'-4' tl .—<D 8F16-1T/0M/OB n p 8F36-lT/0M/18 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 llr HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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 @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 0 (2) 2X12 02 (2) 2X8 BEAM SCHEDULE RZMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION re i (0) SIZE WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8X8 (1)#5 N/A GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO,FL327W PH: 407-774�6078 FAX: 407-7744078 www.abdesigngroup.com L AA M. 0003325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 FAPH:X: 8134W-28 8 FAX: 813886-2802 stmmv. a TAT SILVERADO LOT #16 BLK #14 PROJECT# _ — 4 >"0 2 95—B GARAGE 8WRNG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"XB" m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. ma \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING #-L4 PLACE STEEL HEIGHT. OFF\ REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �E TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8"X16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM � #5 CORNER BAR WI30" LAP FOR EACH OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.' 8 VERTICAL REBAR WI 10" HOOK pv5 �,\ �Q / •��•�' 0 QPF'�� REAM W/ (1)# B5 BAR BOND BEAM EACH COURSE '\O G SX8 BOND BEAM TOP OF WI(1)#5 BAR .ti; BOND BEAM 30" TYPICAL ��Q��\� F = FILLED W/ GROUT I \\\O U =UNFILLED GROUT SOLID FROM TOP .q1\� NOMINAL LINTEL TO TOP OF BONG OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 B �,16-1T/11�11/ L���W .�(��E NOMINAL LENGTH OF BAR WIDTH OF MASONRY HEIGHT #OF#VS,TOP OPENING-2 CORNER IT IS THIS ENGINEER5INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX-1TI M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" REINFORCING OF BOND BEAM 1 AND XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3l4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - lTilM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP oo LINTEL OF OPENING AND XUXX-1T/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) I SNGLE BOND BEAM 2X4 (MIN 2 X 3)1-I16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN H WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4-) 8- FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-19" EMBEDMENT #5 BAR M BEId AS SHOWN 2X6 (MIN 2 X 3) 23/16 TAPCON PRECAST -`a 1' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT I I/4')8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 77 'L EMBEDMENT 9 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 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4 8" FROM EACH END AND ") SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/t 6" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL � L CONSTRUCTION SILL BARS '* ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1/2"=V-0" G 3 SCALE: 3/4„=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I ISINGLES CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM CMU PIER PROVIDE #5 BAR Wt W/SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 314"=1'-O" SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-0078 www.abdea)gngroup com L AA #: 0003325 DRAFTING I A B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX 8138862802 ONDIV. ae LOT SILVERADO LOT #16 BLK #14 ROJECT# 03719.000-16141 "2'7 795-B GARAGE STI MG: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)1Od x 1 V2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 10 HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. 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I I A5 d= _ _ = vas = essay =.sass s =. e=..=s....® a . . ass s ass I I .me.am. a.m=a.eeeeaeeee.===.ese==e=.== I I AH23Aseem e=�=s6====e==�==:_= a =—=.,ems—.=—.._ ---moans=ssa-- I AH21A dm=aam>sassssasss sasal==sx sa>se=e - e.r�.essm.s�e=ees=.m.�.:sm® L — — — — — — — — — — — — — — — — — J AH19A =ems . = e . a =...:mom m . y, - AH17A es.a.se=a..==ess22x54 (2)H10A(TYP @a la amp\ =sssxses==se..s:=ss.� ATTI AH15A eses=s=s=sea=sCCESS� BEARING -- = IN . =. m awe= AH13A J AH71A smsssa:.sue: asmsa�ss�aa®m�smase:=-=ee=a�q= =e=eas.�:z�am® L_--- AH9A ==:.=e=-===�.......asam=s 2Xi2 TO 4x4 POST w/ Adagaula wars FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN 8LVD. ORLANDO,FL32750 PH: 407-774-6078 FAX- 407-774 4078 www.abdesigngroup.com AA is 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMOM CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 8VHDIV. a LOOT: SILVERADO LOT #16 BILK #14 PROTECT* - 4 1LO�ELe 2795- B GARAGE 8WING: LEFT PAGE: FRAMING PLAN 150 MPH EIR B 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-(1) 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 lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)18d GALV. COMMON NAILS. W SECURED W/ 1Gd GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4 6", 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 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) TYPICAL TRUSS/ QnK!A1A 1B 1C ��GIRDERCONNECTOR(S) �="4r 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5W GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w! (2) 16d TOENAILS DOUBLE TOP PLATE 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIWISONHETA16 -. TRUSS ANCHOR WITH (9)10d x i �' NAILS TO GIRDER. PROVIDE S" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR 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{7) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) p1" x 5" TITEN HD TO CMU AND (12) SOS }" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2, 2x WOOD FASCIA (2) }" x 5' TITEN HD TO CMU AND (18) BOB }' x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }" x 5`TITEN HO TO CMU AND (18) BOB }" x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12. O/C SEES 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! 10dxl/2 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER 1TT4 W/ 5/8" A.B. WITH AIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-112" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a 12" GYP. WL BD. e a Q°. '• , r'° -•.O GIRDER/WOOD POST CONNECTIONS e J L �1FLOOR TRUSS CONNECTION @ L.B.W. �LE:3/4"=V-0" (NO UPLIFT) DEPTH 1/4°D —HOLE EDGE >5/8" —HOLE DIAMETER < 215°0 SGL. STUD OUTER 113 OF SPAN ONLY BTM.- PLATE STUD NOTCHING %1 AND BORING LIMITS EDGE >5W HOLE DIAMETER < 315°D DBL STUD A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (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) l6d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 240018S, U < 1810 LBS WI (2) 3l4"° SIMPSON TITEN BOLT/J$OLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - 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 ATTACHMENT DETAIL 9 SCALE: 3/4"=V-0" # 1100 UPLIFT SIMPSON - 14TSM20 W/1010d TO TRUSS AND (4) IW' x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 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 & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6'-0" MAX (W/1X4) OR 10'-0" MAX (WY2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING 01-0- TO 30'-0' (1) "X" BRACE SEAMS) 30'-1- TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE Q CENTER TO BLK WI 12" DIA. (2) "X" BRACE DNIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION MAY NOT BE TRUSS ENG) CONT. 20 SECURED W/ REQUIRED (2) 10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. .. 1x4 BTM CHORD BRACING ""O/C —/ END WALL OR OTHER MAX., OR 2x4 BTM CHORD BRACING END TYPE CONDITION, IF 10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p /� /+ INTERSECTION TYP. r /"',1 BTM. CHORD BRACING SCALE: 314"=1'4" 5'EDGE CENTRAL SPACING SPACING SEE SEE TRu. s CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d LLI 5 112" 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 00 LAP A MIN OF 4'-0". ADIA. 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTSIJ43OLTS SHOULD NOT BE ANY 00 CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT x 3" MASONRY SCREWS MAV BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE FEDGEVACM CB0RALSPACNP A DOUBLE 2x8 12" 8" 0/C 16" 0/C B DOUBLE 2.8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 12" 8" O/C 16" OC D DOUBLE 2100 3W 8" O1C 24" O/C E DOUBLE DAO 3/4" 6" O/C 16, O/C F DOUBLE -12 3/4' 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-U' BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SDALE:34"=,-0' 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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. E)?ALTERNATE MATERIALS SCALE: 3/4'=1'-W 1441 N. RONALD REAGAN BLVD. ORLANDO, F132760 PH: 407-774-6078 FAX: 407-774-4078 www.abdeogngfoup•com AA #: 0003325 IF DRAFTINjBY,.,. A.B. DESIGDRAFTIN5439 BEAUMONT SUITE 1TAMPA, FLORPH: 813-88FAX: 813-8 SUDDIV. do LOT: SILVERADO LOT #16 BLK #14 PROJECT## 7 4 mopm, 2795- B GARAGE 8MMO: LEFT PAGE: DETAILS 150 MPH EXP. B FLOOR DECK *-7" 2x8 PT TERMINATION J 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" ° x 4 TAPCONS HNAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-W BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING G SCALE: 314"=1'-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Bd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING = SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 GIRDER TRUSS 112" HOG NAILS / WALL FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL PLYWOOD SHEATHING, SEE 'ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24' O.C. w/ (2)12d TRUSSES @ 24" O/C, V_ TOE NAILS EA SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL *A 06 SEE SCHEDULE (2) SIMPSON OTC CLIPS W/ (2) 3116" X 1 34' FOR BOND BEAM CONCRETE SCREWS INTO REDCMU AT BLOCKING Wl 14' 8"CMU WALL. MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO BOT. OF VERT. REINF. WALL BRACING AT BLOCKING 3 SCALE: 3l4"=NOW BEARING EXT. WALL 1' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLXNG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3' O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS (2) 2X4 N0.2 SYP DIAG. WHERE XARACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; 2x4 BLOCKING 0 EA. BRACE. TOENAIL INTO TRUSS W! 4 16d O STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS Q 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'-4" MIN. FROM 2ND. FLR. FLOOR DECK 0' TO (1) "- BRACE NAILS @ EA. END LINE 2.6 CONT. Wl (8)16d NAILS 30'-1" TO 60'-0 (3) "X" BRACE 60'- DSL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX Q ST. OF FLOOR TRUSS PRE-ENG GABLE TRUSS (1) "X' BRACE @ CENTER 8"CMU WALL AT 16" O.C. AND 8' FROM IN INTO BLOCKING (BT. 2X6 IS FOR WALL (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND ACK AT ALL REINF PER PLAN END W/ MIN 5-1/2" EMBED. 16d NAILS ®8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. SPRIG UPRIGHTS OVER 4'-10"HIGH iX2 FIRESTOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC I I' �,4. PER ELEVATION PER ELEVATION ;F PLYWOOD SHEATHING, SEE 0 NA�IN(i PATTERN "ROOF/WALL/FLOOR ox ox pn*1W SHEATHING FASTENER SCHEDULE" PER ELEVATION N C9 PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN ) SE TRUSS MFG. SEE ARCHITECTURAL MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3) t6d ENGINEERED WOOD ,2 Q.D. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. SIMPSON HETA-16 Q EVERY TRUSS (VERIFY GALV. COMMON NAILS. TRUSSES Q 24" OX:, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS IX2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 1MASO AND APPROVAL SECURED WI(2)12dsQ AT TRUSSES PARALLEL (VERIFYW TRUSS SECTION DETAIL MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE 5 �1 GABLE END PRE-ENG'D TRUSS SCALE:3ra"=1'-0" PRE-ENG FLOOR TRUSSES BDALE:34"=,'-0 E W/ HIP RETURN SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL, PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEV TION ION I I FOR STRAPPING o VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 9W LES W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. l6d 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/ 12ds 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE .at PROVIDE BLOCKING "0: SIMPSON SPH4 OR SPH6 BTM i/2" GYP. WL. BD: AND TOP PLATE ANCHORS WI 10d x 1 1/2"COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED WI(2)tOd's@EACH FILL ALL HOLES, DO NOT USE 10dx3„ 1/27c9" WEDGE ANCHOR WI 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO 8E INSTALLED 10'-0" O.C. MAX. EPDXY 5-112" EMBED. MIN. ® 16" 1 Oa 10b 1 oi<. OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG �1 GABLE TRUSS @ CMU WALL TFUM.row CTION a < A - SIMPSON MTS-12 U: 990 LBS W/ (14)10d GALV. NAILS. • • B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3'SDS, (1) 5B— A.T.R. TO HOU4 AND (10) 1/4" X 21/2" SIDS TO POST TRUSS CONNECTION @ L.B.W. POSTTOSLASCONNEcnON SCALE: 3f4"=1 '-p A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 Wl 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <UA 565 W/ 518" A.B. WITH MIN. 7- EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81341862628 FAX: 8134NNL2802 Ip VHDIV. as LOTSILVERADO LOT #16 BLK #14 ROJECT# 03719,000-16141 "'2'7 795—B GARAGE 811IIIMTG: LEFT PAGE: DETAILS 150 APH EXP. B FE DP' M 01/01/21 SCALE: 1/4"=1'—O" 8I'1EET S3.1B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24116) or 15132" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 16/32" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed RING SHANK GUN NAILS @ 4' O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS Wl IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM Ed RING SHANK, 2 318° 0.113 170,000 RING RINGS RS�RS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 23fB' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" LP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r Ed NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD Ed RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. U Z O aC� . `i RAFTER OR TRUSS RT P RHFATHING _—_all s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Bd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` (—#8 2" DECK SCREWS @ 6"4' O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I. . . . . . . . . I TYP. EXT. SHEATHING ATTACHMENT i FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ,fPPLx:ATx»f s� REAfARK3 s� sPADWc REA,N+Ks I—FUWiP1G TO IAISONRT ICONC. CASE NAfNEIE➢COA NAM 11?LONG. CdC GAP. WE OOORBUd( To— WDu NO WASHER TAPWNAIA .fRT FASTEtEA b, OC ?EMBED..PFNDObT.. DOE Cl4r. NOtE6 NAL 11?LONG. ffOc STAGf.EHEO fVWWwfWOR/FASfEHEO MTO,MGOMYAxx1L. —EOOORBUCK TO MA90NRYxxxC. f?DW. W1 MASHER EXPANSION BOLT N'O'O ,MBE A•ENDDbT.. 3'EDOE ObT. wrea crsE HNmErED coM POF N4NOWIOOIXLF/"STEFFll METK aiRM To CONTACT THIS ENGINEER FOR SPACING ,. Pr. sEE w,af,rrLaNc. srxGGEPED afro soenr;oDNc. wsorarroGNc. REQUIREMENTS EXT.SWWG WOR BUCKS, Pr.9EE NOTES Rl W,avu NO WASHER TAPCOFr F/SINEA N•OL „?fl�bED.6•HID. DbT..f 1?EDGE ObT. tAFFBEMNG WOOD WAIL TO CONO. SlAO ,?• EXPA1610N NdL PEABED.fElO WI WASHER BOLT DIST.,TEDGE-T. L Pr WPDUY WJCK 0.f3S•PAG a3 UB' 6.00 X•EM.GbT..,f? R TO STEEL WL., SFE STAGGERED EDGE pST. More a APLES 1. SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE WAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN & 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 EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 71N EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C31M. MAXIMUM AGGREGATE SIZE N ALL BE 3W. PROVIDE 6%AIR ENDWNEO CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE 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: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN %* 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 2020, 7N EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. 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 TIE43OWNS. WELDED WIRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLASON-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, 00 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 A615ABI5M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446%446M, 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 'BGSI LATEST EDITION' ROOF: LIVE LOAD FLOOR LIVE LOAD 10 ( AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDIb 20 psf TOP CHORD -Owf-0DDw A REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD alDReoecorleld #5 BAR - 30" 97 BAR - 42* TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36- CORNER BARS, BOND BEAM ONLY, LAPPED 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 ANSVASCE 7 S& 1990. 15 Psf TOP CHORD 20 psf TOP CHORD (7 POW ASPHALT SHINGLES) (10 Psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf 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 Psi WINO: DEAD LOAD SPEED MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 020) SUSECOND8,RI EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS? HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH BALCONIES (EXTERIOR) STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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: GUARDS AND HANDRAILS: COMPONENTS: 5OO PASSENGER GUARD NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL N SLEEPING ROOMN-FILL: VEHICLE GARAGES: 50pat, ROOMS OTHER THAN SLEEPING ROOM: 40Psf, SLEEPING ROOMS: 30paf, STAIRS: AGE PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA SHOP DRAWING REVIEW' MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402 BUILDING CODE REQUIREMENTS FOR MASONRY LICENSED PROFESSIONAL ENGINEER. STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMP MINCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT 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 BOND 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-476, 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 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ 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 SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3f8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 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 3,0DO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SM. CONTRACTOR SHALL SUBMT PROPOSED MIXDESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE NX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4l-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94 C9/M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TkWSTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. YFORCONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-112' FOR A6 AND SMALLER 7 FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1rC FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STNIRUPS 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, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A35M. Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AWDIA500M, GRADE 8, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM A53AA53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M 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. 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesi8R8roup.com AA 1: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMOM CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886.2628 FAX: 813S862802 SXMDIV. de LOT: SILVERADO LOT #16 BLK #14 PROJECT# 03719.000-16 ![Op,ELe 2795-B GARAGE 8111IIMG: LEFT PAGE: DETAILS 150 MPH EXP. B ES D-ATE: 01/01/2ki SCALE: 1/4"=1f-0" S N1 w 4