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HomeMy WebLinkAbout7054 Steer Blade Dr.- 99 2795--CAMDEN99 _ R, HOR11ON + 12602 TELECOM C)RIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fem (813) 740-9715 ', xiLIL. U'v(tt6rr� �y�} �°l.y A' _ 81 4"+ REVIEW DATE 021 CITYOF ZEpi4�°RFII PLAN EXAMINER ff�_ • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .►1p1��A}�BtMAN \CM, t n�U EDIW![ON (W37� -AIL LOM AND .9rA'B COM •OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB '10• INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Y88d=118 MPH 'EXPOSURE _ B •1—STORY RESIDENCE •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE AIRCONDITIONING ADJ JUSTABLONM ADJ. ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET G.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DU. DIAMETER DM. DIMENSION DISP. DISPOSAL OF. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION FQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GIFX. FIXED GLASS F.G. FUELGAS FIN. FINISH FLR FLOOR FLUOR. FLUORESCENT FTG R FRENCH DOOR GAR. DISP. GARBAGE DISPOSAL G.F.I. GITERRRR0.UPCER TCIRCUIT GL. GLASS GYP. BD. GYPSUM BOARD HA. HOSE BIB H.C. HOLLOW CORE HDR HEADER HOT. OR HT HEIGHT BNSUL. INSULATION INT. INTERIOR LAV. MUM. M.C. MFR MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLY. PR PIL P.T. R. RAD. RA.G. REF. RM. PLO S.C. S.D. s.H. SIT. STH". SHIT SIM. SL. SL. GL. STD. SWS TEMP. T.O T.O.C. TO P T.O.S. TYP. U.N.O. V.P. W. W/ WD. WOW. W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURETREAIEDORIS&W RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUM SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION THICK oe FCURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINiDExWIIFATER WROUGHT IRON DATE DESCR[MON ��� �,OL DATE ARCHITECTURAL SHEET DESCRIPTION 060AS ADDED Ism-C ENGNEERNG PG CI -COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2F—FRONT AND REAR ELEVATION F PG A3F—LEFT AND RIGHT ELEVATION "F" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 01/25/1% ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 101/25AS FIXED DIMENSIONS FOR STUDY AND DINING ROOM V9102A REVISE SGIFT CALCS Imn4/19 UPDATED LED LKaHTB PER DR HORTON Im1WAS UPDATED LED DETAIL BUBBLES PER DR HORTON II/m8/l9 ADDED FOUNDATION ON GARAGE BEARING WALL UPDATED SIMP80N CONNEGTORB ILA. USP ADDED 150-0 ENGINEERING REMOvED STONE CAP NOTE ADDED FOAM CAP ON ELEvATICNB • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. T� 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC. S 3/ o ADDED FRONT ELEVATION P PER DRHORTON IA4120 CHANGED ROOM NAMES PER Dit HORTON IST FLOOR MJGs 2,836 Sa FT. LI GARAGE 619 6a.FT. G1 ENTRY 65 SFT. COVEREP LANAI 193 Sa FT. TOTAL 3,113 Sa FT. STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG SIJA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.lB—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER AssU163 ALL L[ABIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (As DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TMLY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBnJTY 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: 407-774-4078 ww W.8bdesIgngr0Up.cOm AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 8188862802 IounDiv & LAW`.SILVERADO LOT #13 BLK 13 aozzcT* 03719,000-13 m0p,zu 2795-F GARAGM BrIING: LEFT PAGM: COVER SHEET 150 MPH EXP. B n2W 10/30/zo BCALM 1/4"=1'-0" B*Mwr C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 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 ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/:INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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 WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIANNNG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISFIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-128. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESWrANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES. FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdostgng=p.com AA S: 0003325 - DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SLATE 1004 TAMPA, FLORIDA 33634 PH: 813488.2828 FAX: 813-MG-2802 SVHDIV. a LOT 44 SILVERADO LOT #13 BLK #13 PROJECT* 03719,000-13 mopEL• 2795-F GARAGE SWING: LEFT PAGE: GENERAL NOTES %150 MPH E . B DP'PPM10/30/20 SCALE: 1/4"=1'-0" SHEET GN r-----------------� I BEDROOM I 1 I I I I I L— — — — — — — — — — — — — — — —J � WC � i N H U1 it60' FFF TUIB m 42' N. 1,12 WALL CLOSET m CAT. II SAFETY BATH I;� — GLASS ARV. - 3'-10' W-6' s I'-1' 5'-1' V AV � Azw EJ v v COVEREDLANAI i V-4' CLG. I CAFL � I T 4' CLG. I 4'-4' i-o S,G-D. TEMP 0 I � _I m r--------------------+ I I I I A I I I � I I AI I I I S "10 II I I l • O 0 11 GREAT i B O r ROOM I I I I vi10 IO'•0' CLG.Y I TYP. I f 2 4' 2 8 5•I0 I 20-0' I f KPl'CHEN2-6 S'•4, O.G. i i I B AI — a-------� ( I m r—`L=tEMw GLAs6 --1 m p•-23P°t------ --------------- 0. �v I ENCL08URE-- 5'-II'-4' 10'-10' o I III W. 5 CLAW DOOR B3uC 's PRE -PLUM r 0. MULTI-GEN '0BEDROOM P.10 WGY .------ --- ----- -T — I 2-8 " ? AI j j I ROO O I (P 9 IGd CLCiY I "' II I O I 2-S 5'-6' -10' I'•6' Ivp II l'-&.I t w 111 — . I I I it e'-4• e C � •'-6' I I CEILING - 374,--9,---- n1 2'-11'-I' 13'-S' AI 5'-I' 1 .I �n 5-Il v M TIC Ell I S I ii I m m 9�_4, CLG TRAT ROOM m'•0' CEILING 0 i I 9,-4, CLG. q 4i l I I�� LAV ,p • 01 J ILL T 4 9 2 ` .� 2 e, e A, - 9'-4• CEILING I I ® MT _ _ e. W4I A r - AlxSZ i BOLLARD I i0 I I L =4CGH88 AS REta. PER 1FOYER - BLDG. CODE 3-CAR GARAGE - I VENEER 4' I I i I n I I n r B tu BORK 2 T-4' CLG CM TO 2'-S' AFF. W/ 4X4 P.T. POST ARV. VENEER FLOOR PLAN NOTES - ALL O ENSIONS ARE FROM FACE OF 1 %' BLOCK WALL (oft EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UND. - ALL INTERIOR WALL6 ARE 9 )! UND. • DRYER VENTED THRO" ROOF (VTR), NOT SGCENED. • AIR COMPRESSOR SET ON 444X44' POURED CCW PAD. PAD RESINS 6' FROM EDGE OF STRUCTURE. • SEE SWEET ON FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER • ALL FULL WEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENING6 AM SHEAR WALLS. SQ.FT. CALC. S IST FLOOR LIVING 2,036 SOL FT. GARAGE 6113 80. FT. ENTRY 65 84. FT. COVERED LANAI 1w 30.FT. TOTAL 3,113 SGI. FT. B Eq'OMIEaF>£COIDGIBIB OPB= OUR ME QOIPNMDW RH M NDTIFE FOOTME MIN. WINDOW 10 5 243/-325 CRITERIA DR MIN CRITERIA 18 5 23.4/-30.1 SCsD. MIN. 41 5 22.1/-410 CRITERIA *010 044.0, 112 5 205/441 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP vAR1ES MATERIAL TO PLAN BRACKET 4 INSTALLER SHALL BLOCKING ] INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE DATBE� C Q 4 BRACKETS AS WALL - NECESSARY. 2'X6'X35-V4' CARNET M LOW WALL i 2'X6' STUDS • 16, O.G. W/ 1/2' DRYWALL TYP. CABINET SECTION A SCALE= NTS FLOOR PLAN SCALE, 1/4' I'-0' OPENING DTL. B SCALE: 1/2 - P-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA,FLORIDA 33634 PH: 813886.2628 FAX: 813886.2802 sunDiv. a LoT: SILVERADO LOT #13 BLK #13 1pRoJIccT# 03719,000-13131 xopml, 2795— F GARAGE S1RNO: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B A DwATE: 10/30/20 SCALE: 1/4"=1'-O" sHEET. Al V-4' BRG. NOT. _ D 19 FOAM CAP—� VENEER 0'-0' FIN. FLR 0 8' Ge V-4' BRG. N63T.1, 0'.0' FIN. FLR. 0'-8 GRADE/ _ BANDING FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER POOR R103A STONE Vlll E TO BE INSTALLED PER 1'WtJtAC7181ER'6 BPEGIPIGATION6 REAR ELEVATION T XTURED —rl-N-IrW BLDG. HGT INGLE ROOF 6' LAP SIDING TYP V-4' Bl�a. NGT. 18'X60' DECORATIVE SHUTTER CAP / VENEER 0'-0' FIN. FLR. 0-8-M IN.) AREA OF ATTIC = 3972 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SO, INCHES PER FT. (144) = 1906.56 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1906.56 IN UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL#OFVENTSREQUIRED = 8.28939 �TOTAL#OFVENTS PROVIDED = 9 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG — — — — — — — — — — — — — — — — — — — — — — — — — — — ISIMPSON STRAP I I PER DRAWING I I FRAME OUT I I PRE-ENGINEERED I I TRUSS I I g I I t I I I I I I I I ( I i I I I I I I \ 2X8 P.T. BM W/ J' FLITCH PLATE OREEL E DETAIL A2F POST w/ MP80N ABU-44 TTOM OUT 4X4 I I I I I I I I \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- 4 BRG. NGT. 'v !2 C BE B/ 4x4 P.T. V SI e 9 AT BO I'-4' FRAME POST 10 COLUMN DTL. A SCALE, 1/2' " I'-0' ---------------- \I �8� CORBEL 1 TRIM �* I FOAM I I C S CORBELC I I r 2' ROUNDD r I Q' TRIM (VERIFY IN FIELD) SIDE VIEW FRONT VIEW I � I ---------------�i CORBEL DTL. B SCALE: V . I'_0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 327W F 4: 407-7748078 FAK 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:813888.2628 FAX: 813888.2 302 StMDIV. S. LOT: SILVERADO LOT #13 BLK #13 PROJZECTip 03719,000-13 mop El, 2795-F GARAGE STUNG: LEFT PAGR: FRONT & REAR ELEVATION "F" 1...150 MPH EXP. B DIM 10/30/20 OCAL C: 1/4"=1'—O" sHz= A F I12 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 15 9'-4' BRG. WOT.o,_ _ ib 3'-4' BRG. NGT. 0'-O' FIN. FLR ' D l N. - 0 --'-----'-----'-'-'---- Lj D ---'-'------------- ®® ®'-0' FIN. FLR - ----'---'-'- --- 0'- GRADE (MIN.) ®a LEFT ELEVATION STOP! VINEIR TO N6 AU.W RED INM R I'9nMIrACTILOW" e4c11FICAfl s OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 9'-4' BRG. NGT. 9'-4' BRG. HCsT. 71 El E aEl El 0 a �o m 0'-0' FIN. FLR 0'-0' FIN. FLR 8' D N. --'-'-------------'-'-----'----�'---'----�-------'-'-- - DE CMIN.) RIGHT ELEVATION TEXTURED FINISH STOW VENEER TO EIE INSTALLED FM M,NiJrACflIIQR'S SPECIFICATIONS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA 0: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81341186.2628 FAX: 81341186.2802 OIINI�III mmm evHDIV. as LIOT SILVERADO LOT #13 BLK #13 PROJECT# 03719,000-13 1[O'EL• 2%5—F DA.RADE 8WING: LEFT PAGE: LEFT & RIGHT ELEVATION "F" 150 MPH EXP. B ELECTRICAL LEGEND DESCRIPTION TiSWITCH i%msUTTCN SWITCH SWITCH R SWITCH ($CONNECT T RMOSTAT INGLE RECEPTACLE (125V/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE IIVV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 4#: XTERIOR WATERPROONGPI RECEIGTACLE (GROUND FAULT TERUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 HARE :ONNECTOR) I•Q UALL MOUNTED LIGHT ILRJG MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT LIGHT SCONCE PRE-WIRE u PAN WITH LIGHT (I CFI PER SQ FT.) B LIGHT FIXTURE B LIGHT FIXTURE B LIGHT FIXTURE ' TRACK LI14TNG TTIC LIGHT WITH PULL CHAIN NDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE 'IOUNT) 'x4• FLUORESCENT LIGHT (RECESSED) . x S LIGHT 6 LIGHT (VAPOR PROOF) G MOUNTED LIGHT WITH J-BOX PT. PAN ICAL PANEL (FIELD VERIFY ION) CTRI CAL ;Y (WALL MOUNTED) (CEILMCs MOUNTED) jL:E._TR G MOUNTED FAN AN (I CFM PER 8Q. FTJ JACK DETECTOR (CEILING MOUNTED) OPENER K ORT • LOCATION OF TV JACKS # PHONE OUTLETS a PANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 A 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MISOIA OF FBCR iTH EDITION (2011). ND • LAURY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 3W.4(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 1b% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION {RESIDENTIAL ENERGY EFFICIENCY) 2011, Gth EDITION R404J BEDROOM 1 i ----------------------------- COVERED LANAI PRE -WIRED ( I CAPE CLGFAN I iOPT I FIXTURE Q I \ I 1 1\ WP GFI 1 PRE -WIRED \\I CLG FAN \ \ \ \ — I S.D. 4'-4' I 4'-0' Lo,T�----------------- — GREAT ROOM j I I BATH 1 I I 20 1 DD _ TE OUTLE�rgI FOR M{C / I GPI FI�SFAXf7 II I — _ S P D CLG FAN i/ oA\ a d _ — — _ KITCHEN a__i 11 /L_—a/� r — — — — — — 1 MULTI—GEN 1 1 _ -- �F __—_J — — — — BEDROOM L `\ t -PLUMB F \ I \r----------� I I 1\ DINING I \ I PRE -WIRED \ I •• LL_ (L --- I / I I I \\ ROOM I I I �\ CLG FAN LAUNDRYCLG PAN PRE -WIRE I___—_--_—_-- 4 j MULTI—GEN \ I SUITE Isolco P • � CLG FAN I � CLG F / � \ I a U4 i AFF. — up i Is 44' APP. — — — le 1 I I I I \ I I I \ BOLLARD I 1 1 L ----i I 1 AS REQ / / WALL MOUNTED 1 PER BLDG. I \ CODE LIGHT W/SWITCW IN I \ \ co 3—CAR GARAGE '---------\ 1 GPI OUTLET ICLG. GFI OUTLET OPT DOOR PR I GFOR OPT.METER A W GFI FIELD i OPENER VERIFY GFI I P.D. FO IRRIGATION /', ICHIMES \� OUTLET I . -/------- ENTRY i r — — — — — — — — — — — — — — — — — — — — — COACH LIGHT —�� BEDROOM i \b PRE -WIRED CLG PAW W P Panel MAIN - A PANEL: SA6aaP M. breakw VOLTAGE: 120/240 VAPh MAIN: 150AmPM.C.B FEEDER: 3. *1 Cu THAN & 1- N Cu (G) In 1 VP C. OR 3- #2A) AL TRAIN & 1-06 Cu (G) In 1 11Z C. wln row Gr D•ml wam pkww clr•1xe wam G•e ar ror Vnn i12 1 m EnIM•r MDFI.n. 12aa 2 8 n2 2 m .g_ I u P tmp a a . e f •w0 C.LL-1 m 2 YIa T e PANEL -A PANEL:42a breaker VOLTAGE: 120/240VAPh MA1N:150AmPML.O. FEEDER:3.#1 Cu TIMN & 1- #6 Cu (G)in 1 1/t C. OR 3. rM AL TKwN & 1. #6 Cu (G) in 1 10C. wla Piro ar ewgl wfm plwa6 marl waft Pel• IVnw Ytx 1 m BnYIA tem 1 2 e0pa rIF ) x >6 2 1 m ran 1oW a s 02 1 m -.A -.App.— tem e e .em Y•r H111•r m 2 fla 1 m a Gm / e a12 2 1 mowft mt rm MCI tfpp I 1. 12m UFl m t Y12 .2 1 m GYh OFIR,,M I= 11 12 lam hxwnr OFl m 1 i12 Piz 1 m F /Nr/ AFcI Ima to t. 60m 6F1 m a YIP /14 1 16 OnY Regn. L•N& 1AFC1 Im 1a 18 s . n If Iam —CIF1 m 1 n2 iN 1 Ia 80&00AFO fm Ie m 1m0 - m 1 M2 n2 m B•1i 01—n— 1-21 m tmD = Iml•a 1A. .—CI m 1 .2 8 • G Za 2e N N Am Spa 01w•h SWAFO Owmf1 BYhI•w, AFC 16 to 1 / Y1f H2 xT N 1ma ]Aron P•••aF•.•r01 m 1 ill N ]I m az 10m bn catrY• m 1 H2 8 • Ow. • ]a ]p N N 8 YB x M • • AF ANlt YgekVA L8K fIn aT ]e 411 s 8 41 12 Lwf• roMGrrdq ukur •IaIM 1wIi S11m Lgtl bbmarfslq c•kt118M./IM Dmmd Pr u ne: ASSREAATIONS: A *n ARC1AULTCYCUTw1Ew1LPTER NC: NPNCVWC4�NTLCAO Wn ptOVOFALLTIN1ERRLPER Tar r.e• 1•aanYr acror u1m Flnt laamwYl•Y1mK 1mm R W1•YBeY tat) TYY AA:ru few --—In LOAD CALCULATION 18 WED ON AR: NON401MCIDONT LOAD T*o CAmcl) l.w wms ]awp r•rl uNp wf• tw.r Ga I LI hml & Ra lad• Load raY uca rw 2785 D•a.r W & R.c a W I fl.1 8385 •• 1 ot 65WAigft at 100% 85 TqY 01nM1 • a RK ONHs 8450 LED LIGHTING LED LIGHTING --- ` Cam? SINGLE LAV. @ SINGLE LAV. I MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I I la Iv 4'-9' -W. I ---- ---------------- LED LIGHTING LED LIGHTING C DOUBLE LAV. @ DOUBLE LAV. BEDROOM 2 AND 3 BATH BATH 1 / VP PROVIDE nro . IT 9 UITAL. 1% U IN C D O 2/0 AJ wo AL, TWIN . w cu N a• col�ulr OR aro AL. ea)e. 1 (C0N1=T TO TERINATE ABOVE 60PPIT G OVERI4M W 150 AMP ELECTRICAL RISER NOT TO SCALE. COME]NATION SERVICE EIO M1P 0,16604,1ECT SWITCH AND DOR40 VOLT \ GENERAL NOTES M ELECTRIC METER IN IItiiAOSE NEMA DR ENCLOSURE \ A ELECTRICAL MATERIAL& AND N&TALLATIONS SHALL C01'IPI-Y WITH ELECTRICAL PROVISION& OF T1E PISCA AtI4PAIL \ PRE -WIRED EDITILN raen). LOCAL C00E6, AND ALL LOCAL PO4M \\ CLG FAN COMPANY WI UIPMR10M CARP \ b. ALL CONDUCTOR& SHALL OE TYPE THINRNIN UNLESS NO= OTNERW6E. CAM" TELEvom EI#I)AANIM ��� GEW.Ug ENTRANCE majo 1'M11T y— BEDROOMR INTERO TEAT LOW TERMNAL LOW \ eelwea�w VOLTAGE COMIECTION6 - - PROVIDE ISO AMP, 00/246 VOLT. I PHASE 9W4NDARY--- (CU) ELECTRICAL SERVICE. PRVI ODE 3 R COPPER N 1402" DIA SCHEDULE SO PVC CQOUIT OR PROVIDE 3 2/0 ALUMINl1 (AL) N a" DIA SCHEDULE AND PVC 14 CU SERVICECROWD CONNECTED TO CTE ONCREEN A,6ED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE ) @ L ELECTRICAL PLAN CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COOIEDNATE WITH THE ELECTRIC 6/6" DIA X & FT LONG CPE OPR GLAD GROUND ROD COPIPANY PRIOR TO 810. SCALE, 1/4' a P-0• 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA#:0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81341W2628 FAX: 813-886.2802 �IIIIIIIIII BIIIIIIIII! aEaMMI � x BUBDIEV. & LAT SILVERADO LOT #13 BLK #13 PROJMT/1 03719,000-13 uo�E� 2795-F GARAGE 95WING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B a I I �e I a — I I I I a — 7n I I I I I I 1 I I I 1 - _ 1 11 - - - - J r------------ 22'-2' ------� f I I 42'x 60. I I TUB I I I �I40• • I I I I I I N I I gLAV.AV. M --- -- fti sl I Ir I L4— 11 — _ O_PT m l2 REF. v i ei I — Plim-PLUMS. ----- ------- ------- I I6 All ' KITCHEN 81NK W/ v AUTO VENT I I i1`WLiii 2' VTR 2' VTR I 2. f4 i OPTiiI I I I I/2' 2 2' VTR ----_--� 3' II I L--- I ------J I IF1' 2 LAV 20,_3. WC Imo. I1/!' i V2 2' VTR 2' VTR LAV r-- — — —, LAV 3 L.T. a TUB n LAV ROUC114 11/2' in I 11/2 Tub 3 IN 2. 25'-S' u - - - 2'-6' 21'-9' SNWR WG 2 1 1/2' M& WG 3, SINK 3, l AV. LAV � — — — — — — — — — I I — i 2 TO MAIN ---- PLUMBING RISER r- /'/ I I 1 I I I®> 20'-2' v I � — NB I I I PLUMBING PLAN SCALE: 114 • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 8134IM2802 01 Iiiiiiiiiii SUBDIV. & LOT: SILVERADO LOT #13 BLK #13 PROJECT# 03719.000-13131 MODEL: "2795-F GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH UP. B HVAC NOTES I. ALL MECHANICAL EGUIPMENT $BALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 Ft FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. IL 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 OATH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANG W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB M REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PBCR 6TH EDITION (2011) MECHANICAL 51-Ca CODE SECTION 3012.4 HVAC DRAINS SC0RIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM B6000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC QFLOOR SLAB CLEAN —OUT (TYP.) N 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 OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRLI AIR GRILL ■ - - - - - - - - - - - - - - 12x128 I BEDROOM I 1 I I I I I I I I I I I 1 I 12X12 7 r ! I ------------ SECURE STRAP TO GONG W/ (2)-31A*'X2' TAPCONB UNIT SIMPSON WB ROLL STRAP MULTI"GEN OR EQUAL BEDROOM 8X4 NI-r� 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) NBXI I/4' SHT. MTL. SCREWS I I L� I CONDENSER UNIT IL 1 CONNECTION TO PAD ----------- loxs '' 12x8 NOTE: MAIN COND. DRAIN 3/4' DMA. PT OVER HEAD . 12' FROM STRUCTURE 12x8 -------------- 4 I I I I M Su I i I I � I I I - - - - - - - J COUNTERSANK CA. PLUG FIN GRADE OR PAVING rRECAJIMED SPEC. 8' CONC. NG OR NSION TO 801E ASTE AS nEXT. GROUND CLEAN -OUT (TYPN) m I I L-----J 3-CAR GARAGE ------------------------ �I 12A 2 PI I COVERED LANAI I I CAFE I I I 12X12 - - r-------------------� 8X12 II I I II II I 8" I e e L I I CARAT 11 I ROOM 1 1 e"I I I I RIPCfB$V I 8X12 I- - - - I - - - - ------J 8X4------------- i� ],� � L 7® ROOM ,OPTII ii Owi,�ii 4"RDRYER I � I 6X11 OPT. u I I I D. I 18X30 Tf_,6,:rFlmt I I L----------J R A II PWDR ROOM BDRML3 Os" 1OX6 r -8X4 — Q I I PO 1 I 4" 0 I 1 I I , L_ e� 12x8 MECHANICAL PLAN SCALE: V4 • P-0' ENTRY PORCH BDRM. 2 1441 N. RONALD REAGAN BLVD. ORLANDO, FL327E0 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.00m AA 8: 000332E DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. E439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 81"8862802 IN sunDIv. aLOT SILVERADO LOT #13 BLK #13 PR0JMCTN 03719,000-13 mopmu 2795—F 13ARACI LEFT SMA/ING: PACK: MECHANICAL PLAN 150 MPH EXP. B IF 2X4 TOP PLATE PRE-RAB TRllBs 112' GLG. BOARD 112' DRYWALL �_. THY' SECURE ST. — PLATE TO GLAD W/ I0d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS 024 O.C. SLAB IVCJIt: alwD IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE TWAN 7A' nf. (TYP. INT. WALL (NON—BRG.) D1 SCALE. 3/4'.I'-O' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM• SOLID GROUT W/ (D- 9 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-C' crux no w� 7r IY�kaK�a.a.•�N ov w• wr.0-go. noco aAr 2 GAS LINE THRU BLOCK • • 9bD_•!•�ia :*0i4i a GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O:C. MAX. OVER SO FELT PAPER OR SECURE Ul/ (2) 12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END OVER •30 FELT PAPER INSTALLED PER SECTION 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R90511 ON I}' O.B.D. PER STRUCTURAL DETAILS OVER -30 FELT PAPER OR OVER 0 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' CDX OVER PRODUCT, "9 OR SYNTHETIC PER SECTION R908.1] PLYWOOD SECURED PER INSTALLED PER SECTION PPEERDSECTIONiR Lb IDI ON 1}' O.S.B.SHEATHING FASTENER SCHEDULE STIFRBACK AT ALL UPRIGHT8 SHEATHING OR COX ON J' O.S.B. SHEATHINGOWNDOWATTACWMENT /8' GYPSUM BOARD OR J' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR J' CDX PLYWOODR 1/2' HIGH SECURED PER I'•0' - I'-0' SECURED PERTRENGTH CLG FASTENER SCHEDULE tYP rYP FASTENER SCHEDULE PRE-ENG WD. TRUSS FASTENER SCHEDULEOARD REFERENCE MTL. DRIP EDGE ON. O.H. 2x F DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS E ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER PRE-E0 TRUSS ULATION R-VALUES F'RE" TRU88 VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT SEE ENEPIGY MTL. DRIP EDGE FOR FERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R-vOADLUEB R ELEVATION PRE-ENG. GABLE TRU88 PRE-ENG LADLE iRU88 I'-m• WEEP SCREED PER ELEVATION WEEP SCREED 2x FASC11 IA PER TYp 2x FASCIA PER _ ELEVATIONS O,I.I ELEVATIONS 5/8' GYPSUM BOARD OR U2' 2x P.T. SECURED PER HKsH STRENGTH GLG. DOARD 2x P.T. SECURED PER VENTED SOFFIT 4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS STRUCTURAL DETAILS SPECIFICATIONS PER MANUFACTURES BPECIFICATIONB R-4.1 INSULATION 1/1' THICK, 2 COAT REFERENCE WINDOW ATTAC14IM11:14 rSTRUCTURAL MANUFAcTUR'ES BPEcIFICATIS P TIONLASTERDE APPL I Di DIRECTLY TO MASONRY PENCE Ix2 P.T. PURRING STRUCTURAL STRIPS • 24' O.C. Z- 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND G' CMu CEMENT PLASTER APPLIED I/1' THICK, 2 GOAT GSTRITP•WL.•DD. CEMENT PLASTER APPLIED 1/2' GYP. WL. W. DIRECTLY TO MASONRY CEMENT I El WOOD BASE • CMU DIRECTLY TO MASONRY WOOD BASE PLAST RDAPPLIED DIRECTLY TO MASONRY 0'-0' PIN. FLR — _ i. 0'-0' FIN. FLR 0'-0' FIN. PLR ° _ 0'-0' FIN. FLR a° a ,a ti W/ WINDOW OPENING B TYR WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION le NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2)LA ERiUNDERLA2 TO YMENTSYSTEM 5 1—STORY GABLE BLOCK WALL D1 6CALE: 3/4'.1'-m' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4•.1*-0' OF 4.12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 675I 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdaslgngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888-2628 FAX: 813.888.2.2 aUDDIV. do L071.61 SILVERADO LOT #13 BLK #13 PROJECT# 03719,000-13131 mopmu 2795—F GARAGE BVnNG: LEFT PAGE: DETAILS 150 MPH EXP. B rm 2X6 P.T. • CRWMt CP DOOR MEAMR SECURED UV lU LOW X S' J-COLT UV 4' MK EI-M ON, uV Y X 2' X 1/S• UNSHER 4 NIT OR W/ (2) VY X S' ANC44OR BOLTS UV Y MIN EMDEOM ENT uV 2' x 2' x VS' WASHER 4 NUT' m I IU/ MMON�Y NAILS. OIDE4�- 2X6 GAR/GE DOOR DUCK SECURED ® UV (S)14' X S' J-BOLT OR ANCHOR BOLTS, W) 4' MAN. E'1BEDMENT, UV 2' X 2' X US' WASHER 4 Mr. (U UT14N S' OF TOP. lU UTMIN S' CP THE SM (3) EVENLY SPACED. ®I Im m� Imr NOTES: ALL ANCHORS SMALL BE N ACCORDANCE TO MAMPACTNRER'S NSTALLATICN INSTRUCTION" RI ERE SUCH NSTRUCTIONS ARE MORE 6TRM6ENT GARAGE DOOR 1 BUCK ATTACHMENT 4esu, ...- 8' cm V DRYWALL I'X4. OR I'X2' P.T. NAILER Ix4 P.T. OR % X4' MIN. SECURE TIMM FRAME 4 EXTEND 1-Y4' INTO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN 8' OF: EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN -FACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 ALE: N.T.S. 2X4,m SECURE TO BLOCK W/ V*' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 IVOr— MAX SPACING. 2X6:m SECURE TO BLOCK W/2-Il(4' TAPCONS(MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OP EACH END 4 8' IB' O/C. MAX SPACING. y). 2X8:® ❑ I•X SECURE TO BLOCK WR-)J(4' TAPCONS (MIN. SHANK SIZE .149 MN. HEAD SIZE 300 DOOR MN. EMBEDMENT I Yi J AT WITHIN 8' OF EACH END 4 CM DRYWALL 4' OR VX2' P.T. NAILER OOR CASING JAMB OR WINDOW TACH TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1//2" inl WINDOW TO BLACK +1-1/2" E: N T . 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE 148 MIN. HEAD SIZE 300 MN. EMBEDMENT IY4) WITHIN 8' OP EACH END 4 NOTE: STRUCTURAL 2X 18' Or —MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEA IRCONgO BLOCK W/1-i(r' NON-STRUCTURAL i(s' (MIN. SHANK SIZE .145 TAPCDMENT TMN. INTO BLOCK. MIN. HEAD SIZE 300 EMBED MIN. EM15EDMENTIY4) CMU WITHIN 8' OF EACH END 4 ' ORT'WALL IV O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XB:m SECURE TO BLOCK W/2-Il(4' )(r' OAJ5. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 16' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49DOOR JAMB TO / inl WINDOW TO BLOCKI+1�115lp" SCALE, N.T . 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHAMING SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN a, or- EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. I44" (MIN. SHANK SIZE." EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. CM S' OF EACH END 4 yl• DRYWALL IB' O).:. MAX BPACMG. ❑ I'X4' OR I'X2' P.T. NAILER SECURE BLOCK W/2- ' CASING TAASO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IY4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUPACTURES DETAILS. 18' O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) �OWRDNDJO�W TO BLB.00KK+221W Lf5CALLE:— TA. 2X4a SECURE TO BLOCK W/ Va- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18. O.C. MAX SPACING. MOT BE ON OUTSIDE 4 2X6= SECURED THROLIGIN SECURE TO BLOCK W/J-i((,'NON-STRUCTURAL Ills' TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y49 ` DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. •X4' OR I'X2' P.T. NAILER 2X84mo SECURE TO BLOCK W/2-A)(,' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 Q MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. �e16 4NM M1oD4D ie n+Rs.ue�:oe wr 4xCYO k•I DOOR JAMB TO BLACK +3" %sl WINDOW TO BLACK +3" '-' SCALE: N.T.S. 2X4m SECURE TO BLOCK LLV W6' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST DE ON OUTSIDE 4 2x&a SECURED THROUGH SECURE TO BLOCK W/2-V.' NON-STRUCTURAL Ilb' TAPCONB(MIN. SHANK SIZE TAFCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' OF EACH END 4 8• CM )J' DRYWALL 18' im MAX SPACING. 2x8:m IX4' OR PX2' P.T. NAILER SECURE TO BLOCK W)i-%- 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 6' O.C. MAX MIN. EMBEDMENT I Y49 OOR CASING WITHIN 6' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3" F TO BLOCK +3" SCALE: NT . 2X4m SECURE TO BLOCK W/Y4' TAPCONS(MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 10' O.C. MAX SPACING. SECURED THROUG44 2X6am NON-STRUCTURAL V&' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPCONS(MN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , CmMIN. EMBEDMENT I Yi) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER m 2XS D SECURE TO BLOCK WA-1, 7(s` OAJS. X 4' MIN. TAPO" (MIN. SHANK SIZE .145 DOOR CASING MIN. H3 HEAD SIZE 00 MIN. EMBEDMENT I Yi J DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' Or —MAX SPACING. MANUFACTURES DETAILS. uo:R, 41Mmqmo ro RDfJ m Nor mcm W) DOOR JAMB TO BLACK +3-7/16- WINDOW TO BLACK +3-7 18" G SCALE: RT . 2X444A SECURE TO BLOCK WN4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OR EACH END 4 NOTE. STRUCTURAL 2X IV O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6as SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL 9(s' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8' CM WITHIN 8' OF EACH END 4 v DRYWALL IV O.G. MAX SPACING. VX4' OR VX2' P.T. NAILER 2XS4 SECURE TO BLOCK WA-1/4' ' PS. X 4• MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" H.31[WTO BLOCK +33 4" E, NT . 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81341864628 FAX: 813-886.2802 BVHDIV. Ss LOOT: SILVERADO LOT #13 BLK 13 Pm0•TBCT* mopmLs 2795-F 43A1RAcffi BVnNCI: LEFT PAOr. DETAILS %150 MPH EXP. B C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2037 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. W000 CONNECTORS 2017 FBCR 12/31/2020 30447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30441.3 SIMPSON STRUCT. COMB WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL36503.1 AMERtCAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 i118644.2 MI WINDOWS &DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.30 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-115 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 FL815353-R4 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FW15353-114 MI WINDOWS $DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTONAL 2017 FBCR 12/31/2038 FL 3527920-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 F17347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXi. DOOR w/SR)ELLTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 32/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL35216.1-R7 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL10477.1-R5 LAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/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 FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD RFAGAN BLVD. ORLANDO,FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdeal8ngroup.com AA S: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 813A88.2802 7L01`. SILVERADO LOT #13 BLK 13 PROd31,0-3 zQT/ 2795- F awiewcian tswJnWa: LEFT PA4>II: PRODUCT APPROVAL LISTING 150 MPH EXP. B PREFORMED CONTROL JONT- A. OF CONTROL JOINTS 1d BE WIRED TIED TO LATH • S• =MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL. JOINT TO WALL BAN P STUD EXISTS BEYOND EXCEPT STAPLES 1V LEO MAYSEUSED TO = C4CO1 ROI low TRH• DURING INSTALLATION —� PAATLTERS TO BE SPACED 0 1. Or— MAX VERTICALLY \ J' T14 R3 COAT CEMENT WIm LAYER 4. FORTU9BER BUILDING PAPER APPROVED METAL LATH FASTENED *1' (VERTJ = MAX AT SUPPORTS 101181 LAYER 1 STUCCO URAP WOOD OWEAT14NG WAAMIE LATH S'+ALL BE GONTIMNOUI! THROUGH JOINTS BUT BE STOPPED TIED AT BAC 4 SIDE PRCh;100 2X4 8LOOKIN3 PER AOTM CW63 PLACED PLAT MAX 1' TO s• TJB)A FROM CONTR OL JOINT WHEN \ C0NTWDL JOINT PALLS ON FASTENERS FOR LATH TO BE NAILS OR i STRUCTURAL STUD STAPLES IN COMPLIANCE W ASTM CW63 2. WIRE TES TO BE (NO. IS) 0,0415' IRRE A BLOCKN3 SNO N MAY BE IN ADD \ TO WALL STUDS RECURIED PER PLAN O"M" TYPE CONTROL JOINT OLPOLO NW4D. R.a ®1Nx.o O L POW NUAW - IA LC11AN a Pr.S x O1RAN a PT. C r sa,2 ME1Mf PCCTarN� MMMTW M• EGMA AAGM 4q, r—MAX C11.LT PALTER 4. OQ l4ANL OtI"NWp-PT. A �o ® LN'OLD 4WIAR]AFLA ]. CNMAN a PT.0 1 CIM.IAE a Fr. C 4I"Pr. C OV14 PT. E TILL In. C T0004M w PLANE° WAT—W ORAL. POLO, QQ bm off. NN2}aL APPROVED BUILDIN3 94MP SHALL BE LAPPED A MINIMUM OF S• • VERTICAL LAPS (ROLL 4'x4' 6W-ADNER INS MB•BRA'E MASWNG (COMPATIBLE W) NIOUS! 6 ENDS) 4 S' • HORIZONTAL LAPS. KRAP MATERIAL) OVER 4' ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE YLYAP. WITH PORTIBER SHEATHING TAPE PLAS14NM TO EXTEND ONTO PIPE / \ 1PIPE w. w / \, PEMlTRATION PLASHING (f-COFPATID .! W/ HOUSE MATERIAL) OVER 4'x4' / \ 6ELF-ADMM43 MEMBRANE PL.AdHNNl OVER APPR�D / P MPL LAP. M[TAL LATH \ '. }} �`., �, FNCISE WRAP. 0.ASHRN3 To EXTEND ONTO PIPE �( X X X I X X X CUT AND O.IERLAP ONE SIDE OF FETAL LATH 6ELF-AOHBRSN3 MEMBRANE FLASHING CUT AMID OVERLAP ONE SIDE OF I 01���p �l WLP-AOWRINR I' UM LAYER 9, ]• THICK, 3 COAT CEMRR STEP -W--`L FLASHING WILD LAYER 1 STUCCO UAFAP I PLASTER STUCCO R ' ISM P r / FETAL LATH ER -2 WRB LAYER P2, FORTPIBBR WIND LAYER 4R . POW94MUILO I UM LAYER -2, PORTIFIBER BNG PAPER BUILDRN(i PAPER MULDN3 PAPER METAL LATH URD STUCCO �WfAP 67M' SELF -ADHERING MEMBRANE PLA 14M OVER 4•x4• SELF-ADNERNG MEMBRANE INSTALL PASTENERS (CL1Po. PLASNNG OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS RECURED TO SECURE HOUSE SAP• PLASNRNS TO EXT[ND ONTO PIPE PIP!) WIR! TO PRIMING 4'x4' SELF-ADNERN3 MEMBRANE FLA6WM OVER APPROVED LATH NOUN PLASHUWIJ6MTOP. EXTENb ONTO PIP[ ALP. R AL PK 2 R LAP !(,• CONT. BEAD OF SEALANT SC 4LEr I IR• l w INSTALL APPROVED WOUSEUAOAP AIR IPILTRATION BARRIER OVER : SNBATHNG ® KICKOUT DETAIL RbTTEER3f11WIlE V)� T CUMIN( PLA&M (CMU (—URB LAYER 9. PORTPECR BUILONO PAPER(FaAm ONLY) BURS LAYER % STUCCO WR mAME ONLY) /---L.AP LAYdM GP EW.DN] MW PLAItlE, StCP r NAAJM aN�n 4H,� TR.M. aR cNM I M WALL K.OHNS w KKoc-a T N.AMNNS (an "wit TMNT ORAL (NO oR ALL OTTCM 1N6 AT SOTTcrt p PmOP . N113MRCTICNM PARCIA,RAP N2fft SIDE LAPS OF METAL PLASTER BASES SWILL BE SECURED TO PRA10C M E BER& THEY SHALL BE TIED SE71IEEN SUPPORTS WITH Oi419-K (I21411M) WIRE AT NTERVALS NOT MORE THAN S' (225-FM). AS PER ASTM CW63 18J. FOR REPAIR CF TEARS IN I RD LAYERS, TEARS MAY BE PATCHED WA40L E WIRAP TAPE PER MANUF SPEC. OR PEEL 4 STICK SHEATHING STUCCO • LAN • PARR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) ¢' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP ROOF/ WR54 TAPE OVER SCREED ? 5'X5' 'L' TYPE CONTINUOUS Z--GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT i° WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. BLASTOMMOC COATING OVER STUCCO/ C.V. PNISH (SSE TYP 11L4L1 SECTION) SECTION PER SECTION R70&7 FJllEbr whim Stw pwd ft Fxl.m use of PDrU d oenrent plaster shell —ply Wff, tits appAca00n requirements of ASTM C 926-12A. Installation 0f extwbr 19MIN and fr&TUIR sIRB cwoy Wth ASTM C 106312A. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-84l-05, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-774.4078 w*m sbdesigngroup.eom AA 1,00 Y0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH.81388&2628 Ilka FAX: 81S88&2802 00 OUIRDIV. & LOT: SILVERADO LOT #13 BLK #13 IPROJSCT# 03719,000-13131 uo QEL: 2795-F GARAGE OWING; LEFT PAGE: WALL ASSEMBLY DETAILS W.150 MPH EXAR B BACKER ROD BACKER ROD WRB LAYER 41, ATLICM WRAP INSTALL 6' SELF-ADI-ERMG MEMORA4E PLA64MG OVER TOP, 61DE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SKQW1bj E OF FLASHING TO BE, 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO AFL ALL SIDES, V CA"' KIM * JOINT AROUND PER SECTION R703.7 Etdedor InIhIng and Plastering Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. ., HOODED VENT C. THICK 3 COAT CEMENT PLASTER METAL LATH WRIS LAYER Q, PORTIFIBER BUILDNG PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD — CONSTIICTICN WOOD 6NEATHING ZRIS LAYER h, STUCCO WRAP URB LAYER 4, PORTIFIBER 2 ��s - �-s �. r.- 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLA914M STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WZSTONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN, 2B L55. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 6B DRYER VENT (BLOCK BUILDING PAPER OVER 'MICK FLASH' F- PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'GXIICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METEI VERIFY LO ,�+,.ICCH IV FCC4LIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER e2, FORTIFIBER BUILDING PAPER THICK 3 COAT CEMENT PLASTER 1is' TO Ya' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED 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 ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT IT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER N, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FQ EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER n, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRICTURAL MEMBER • TOG MAX V TON MID -WALL WEEP SCREED 6' WDE STRIP SELF ADHESIVE K A6HMG. CLEAN MA90NCt' BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 8' WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER ry STEP 1*1 STEP #2 LAYER STUCCO STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® RM MEMBRANE RFLASHING `WRB LAYER'2, FORTIFIBER BUILDING PAPER STEP #,4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA e: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813886-2802 aimnnr BUSIDIV de LOT: SILVERADO LOT #13 BLK #13 PROJECT# 03719,000-13131 1[O�EIA 2795- F GARAGE BWMC;: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER 9, STUCCO WRAP SUB -FLOOR DECKING HOOD WRB LAYER 7, FORTIFIBER :ONBTRUCTICN BUILDING PAPER PRE-EW.'D TRH i HAT CHANNEL J' THICK 3 COAT CEMENT WEATHER RESISTIVE- JA(,' TYPE 'X' DRYWALL PLASTER BARRIER 9 b' SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE - - TO SHEATHING BEHIND WEEP SCREED BARRIER R `l 4' POSITIVE DRAM %' THICK 3 COAT CEMENT K= SHEATHING ncEp ar-cem — ----- PLASTER `� METAL LATH WRD LAYER 9, STUCCO WRAP - Yl ` WOOD SHEATHINGTHICK 3 COAT CEMENT`PLASTER i- b' SELF-ADHEREMG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW I \ W�OAYEP � ` I �� 4' POSITIVE DRAM WEEP SCREED .t UlR6 LAYER 42, FORiIFIBER � i I BUILDING PAPER (SHIOIIN FOR SEPARATE At ti •:n�:,�::".�...:-`''%'- I 6'SELF-ADNEREING WRB LAYER 9, FLASHING WRAPPED STUCCO WRAP ` / • CORNER OF CANTILEVER �/ AMICO AMbi-WFUIC-TS® CUSTOM CASING BEAD - 4' POSITIVE DRAM 1 � x � WEEP SCREED NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE, 1 V2'-I'-®' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/ 1 RESILIENT WEATHER RESISTIVE HAT CHANNELI fBARRIER'Q N i LAU `I' THICK, 3 COAT CEMENT 1 PLASTER 5/8, TYPE 'X' DRYWALL -\ -METAL LATH U/TEXTURED 4 PANTED WOOD SHEATHNG ... S J'THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CASING BEAD — G NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION CONSTRUCTTON RESISTIVE 9 RESISTIVE n 2 '�Ij�j �� IXg� �- i' THICK, 3 COAT CEMENT PLASTER 5/0' TYPE 'X' DRYWALL , \ `- METAL LATH WREXTURE0 4 PAINTED "-WOOD SHEATHING FINISH i• THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' 1 POSITIVE DRAIN WEEP *am VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL 1' THICK 3 COAT C ONLY) @PAAMNTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO � � ' 71 F—ADHESIVE FLASHING — — — — — FINISH LAYER FEEL 4 STICK 6' PEEL 4 — STICK • DRIP EDGE TO DECK O LAYER I JVXI V P.T. OR SIMULATED WOOD (TREX) FILLER, �/ CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL t STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK--� PLAB ETET R3 COAT CEMENT VINYL CORNER BEAD VINYL CASING BEAD —� 3' X 3. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Yd MIN. SPACE FROM DRIP FACE TO TREX Yi GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER -2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, K' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 6TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9_--- _ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION I Yf GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD . WATER PROOFMlot- LAYER (2 LAYER PEE 4 STICK) WOOD SHEATHING: )LUMN SHEATNMG EATHER RESISTIVE AR\\RIER 9 ?ATHER RESISTIVE AMMER 'Q SAP. \ -EEL 4 STICK I )(i'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Jf' X 3' 26 GA GALV. METAL DRIP BOW SET IN FULL BED OF SEALANT, JIV MIN. SPACE FROM DRIP FACE TO TREX _ l— \PEEL 4 STICK ® FLOOR ` I J¢XI K' P.T. OR SIMULATED WOOD (TREX) FLLER CONTINUOUS AlGAP FOR SEALANT OPT. BACKER ROD. MODIFIED to 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/0' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH k THICK, 3 COAT CEMENT PLASTER / LEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. �I Vx3' 'L' FLASWING 'FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)i' MIK SPACE PROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER PLASTERS COAT CEMENT METAL LATH WOOD SHEATHWs I 4' POSITIVE DRAM wasp w iltel nti1� G(J18.8=R pEppJ (SHOW FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W /"T " rT.ACT-TTWr_1 2x FRAMING MEMBER WREN LAYER N, v STUCCO WRAP THICK, 3 COAT CEMENT UJOOD SHEATHING PLASTER WRB LAYER 02, FORTIF15ER } BUILDING PAPER 2 I/2' CORNER BEAD WRB LAYER h, FASTENED TO SHEATHING METAL LATH I STUCCO WRAP ® l' O.C. MAX. THICK, 3 COAT CEMENT N WRB LAYER 02, FORTIFIBER �. cv PLASTER a BUILDING PAPER tN UJIRB LAYER "I, VSELF-ADHERING I METAL LATH STUCCO WRAP a FLASHING WOOD SHEATHING "I (EXPLODED J' THICK, 3 COAT CEMENT NEW FOR PLASTER I' CLARITY) METAL LATH DRIP CAP WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE C14_; CORNER BEAD C& FRAME Ile 2vz'� CORNER BEAD (FASTENER 4 SPACING ®'I' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i� � 7�\CORNER BEAD � BLOCK WRB-LAYER 9, BTUCCQ WRAP WRB LAYER 12, FORTIFIBER ' BUILDING PAPER—� METAL LATH J' THICK, 3 COA�CEMENT�, PLASTER b'SELF-ADHERING FLASHING HL WINDOW FLANGE 15B CASING BEAD (9) WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813688-2802 acrsaiv s LOT: SILVERADO LOT ##13 BLK 13 PROJZf:CT# xopmIA 2795—F OAItAGE 8Ti1ING: LEFT PAGE:: WALL ASSEMBLY DETAILS 1. 150 MPH EXP. B WOOD SHEATHING —\ WRB LAYER "I, STUCCO WRAP WRB LAYER P1, FORTIFIBER BUILDING PAPER —� METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER •I, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER •2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Yi GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM 0 STUCCO TO SIDING TRANSITION SIDING rr ;. STUCCO J' THICK, 3 COAT CEMENT PLASTER METAL LATH U1RIB LAYER n, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER'(, STUCCO WRAP `— CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOW SHEATHING WEATHER RE616TIVE WRB LAYER 02, FORTIFIEIER s GIBBER -1 BUILDING PAPER i WEATHER kWDTIVE 'F METAL LATH i Y� 61DnI� AP�� / i' THICK 3 COAT CEMENT R < RESISTIVE PLASTER .. s �� MARINER &TARTER STRIP WEATHER RESISTIVE &'SELF -ADHERING FLASHING I �� RNGAD • GALV•D METAL '' GALVV METAL • ' FLASHING DRIP GAP 'z• FLASHNG , V., v w.• �sen w on WINDOW FLANGE CASING BEAD O WINDOW 15 C ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WOOD TRIM MEMBER / �az X 6, BRIJLATED TRIM MEMBER OR APPROVED SEALANT REF SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2B LEIS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD SHEATHING WEATHER Pawn BARBER 9 WRB LAYER 02, FORTIFIBER Kx,-a°� BUILDING PAPER HERSIG—� METAL LATH STARTER STRIP-X on THICK, 3 COAT CEMENT PLASTER RH I • X S �tE R� CASING BEAD C9) RAISED 817A��iSCALE:BAND (FRAME) 1 1/2' =1'-O' THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( WRB LAYER 01, FORTIFIBER BUILDING PAPER / E-ZE-Z BEAD VINYL CA51NGCA51� (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBERli/ \ DETAIL BELOW EXPLODED FOR CLARITY PLADIERING WEATHER RESI6TWE • ABOVE TO OF T FLA614NG I DAISITEEIe �61STNE DERESISTIVE 7' FLAAa+GALVID MG WEATHER RESISTIVE ' EARNER -1 TO LAP •' MN ABOVE TOP OF T FLASHING SIDING TO STUCCO ® FRAME TO FRAME a TRANSITION 1 7 �e1et1VE KIBLE PVC eoD) RE616TIVE Y4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT . / TO WINDOW /—METAL LATH UPS LAYER "2, FORTIFIBER BUILDING PAPER WINDOW FRAME ; WOOD SHEATHING i i I 1r I I WRB LAYER h, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/W FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------------------------------------------------------------------------------------------- 16 A Ez BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 401-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:$13-886.2628 FAX: 819.888.2802 IBUBDM AsLOT:SILVERADOLOT #13 BLK 13 ROJZCT# moparl 2795- F GARAGM BVMG: LEFT PAG;IM WALL ASSEMBLY DETAILS 150 MPH EXP. B CUT NOUGE~ AT 45' ANGLE /100/410 'I' Do N HOWIE~ APPROVED HOUGEURAP OVER GHEANM OVER WD STUD WALL STEP 1 WALL G' SELF-ADNERNG FLAGNM OVER NAILING FLANGE AT JAM0G 4DC SILL nN P MOW GILLW FLEXIBLE PLAAHM DO NOT SEAL BOTTCTI FIN STEP 6 TEI'pORARILY FOLD -UP 4 me WOUSEURAP (O TUCK FLAP UND AL FlAD FOLD HOUGNI N AT JAMBG 4 ELOPE GILL R WALL •' IILF-ADHERNG R.A64NG OVER VINYL HEAD FLAGHM (UM END DAMS)NMLNG FLANGE I EXTEND GELD -AD VIRGNG PLAS14NO V MN BEYOND JAMB FLASHING WALL VINYL DRIP CAP STEP 7 ALIGN FLASHM UV W. EC" CP SILL R.O. MECIUWIOALLY PASTEN FAlfW EDGEG.(CAP NAILA, GTAPLES) NSTALL DUFvw FLC)GIRAP AS TF PLAGH1146 AT TFE FOLD HOUGB~ DOM 4TAPE DUOONAL CUT4 ACROGG HEAD Q WNDOU NTLY %' NOK— U NTNLIC" BEAD 7 GEALANT AT IAMBS AND HEAD o IPPLY TO BACK OF R40OIU NAILING 'It-FINOWD 40M OR SLOTS. WTA-L.' WIDE A04-MYE BACKED FLEXIBLE FLAp4PL MATIRIAL OVER DRIP CAP JOINT (PR=CT04WW BT-2@XL a EQUIV) � STEP 8 WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NT5 STEP 4 NT BQM L IT 16 WE CONTACTORS RESPOHGIBILTY TO VERIFY THE COMPATIBILITY OF ALL PROD7CTG NCLUDNG HOUGEULR4P, SEALANTS 4 SELP-ADHIRNG R.ASHM MATENALG UGED DURING C"TR)OTIOK 2. WALL ALL MATISMAL8 PER MAMPACTWt4N UMTT8N SPECIFICATIONS GEALANTG MAY REACT ADVERKLY P NOT ATNI.E. CLEAN AND SEAL JAMB TO SILL JONTS WITH POW It" FOLLOWING, COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SNOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING BCAL INTERIOR PERS'RTER OF wwDow WITH SEALANT 1441 N. RONALD REAGAN BLVD, ORLANDO, FL 32750 PH: 401-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA •: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 8134SM2628 FAX: 813-886-2802 BIIIIIIIII' BUDDrv. a TAT SILVERADO LOT #13 BLK #13 PROJECT# 03719,000-13 mopsxa 2795-F GARAGE SMKO: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B 2xb SUB-$ANb W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1�\ I� -1/8' TEXTURED I FINISH m WOOD I �� 1/2' TEXTURED j FINISH m CMU / METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL � EXTERIOR WALL �\ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X& \� SUB BAND ONLY wiw ®ELEVATION FLAN A METAL FASCIA WRAF' 2X6 BUD BAND) t trl CO FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) LDRIP EDGE, }' OFF WALL 'XNOT INTO STUCCO) - 'l/8' TEXTURED FINISH m I WOOD, 1/2' TEXTURED / FINISH m CMU -2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/8' TEXTURED FINISH • WOOD, In, TEXTURED FINISH • CMU METAL LATH WRB LAYER 9, STUCCO URAP (FRAME ONLY) WRB LAYER 12, FORTIP15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT EDGE - KICK OUT PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O,C. MAX. 2x SUB -BAND W/tY'x4' NOTCH m END METAL 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 x x x x x r�x x x x x x SUB BAND DETAIL ® WALL W/KICK—OUT 4ME 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 W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a 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 Wl%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-774- 078 www.abdesigngroup.com AA M: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-866.2802 9IIIIIIIII! Mom � SU33DIV ae LOT: SILVERADO LOT #13 BLK #13 PROJECT# 03719.000-13131 xo�Ei� 2795— F GARAGE SWING: LEFT PAGE°WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B a DA1='E� 10/30/20 SCALE: 1/4"= l'—O" S*MZT dd A6 SLAB FOUNDATION NOTES tv in 4- CONC. q SLAB `.4 SLOPE 1/I O 1C2 0 m IU Iwti J ILL v i� I 3'-2" L TE_l I -31/2* IwF I F- T�1 12 1.1 I m Im I� 1 7 I FM-16718 r r I— — 4" PVC CHASE 20'-8" 1" PVC CHASE FOR ELEC. @ ISLAND m ---0 A---- TppOF* 1 SLAB EXTEND SLAB 1 1/2" F 0. -3 1/2" ----TE-2 ---- A -5 1/2* TE-2 iV —___TE1_--__ — F2-30X301 F- 4" CONC. SLAB a w �a Y lV I 4'-4" 9'-2" 5'-10" -3 1/2* EXTEND FM-16X18 NSLAB 1 1/2' 1'1 22 -2" I ml �I �I 4 I ( I o 29'-4" I I ) �rM-i15A16 EXTEND SLAB 1 112" iv � 11 yF1-24X24 Ix 4 FMC-16X18 LL -I . -0" 16'-0" „2'-0" 10 8'-0" 1-6 '1 7 1/2* q FM-16X18 W,.0. i 5'-0" It'-41. 4 0 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1113INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30-, #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 6.13, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x8 W1.4xWIA OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS1#5's REINF. TOP REINF. T.O.F. LONG 16" CONTINUOUS 18" (2) #Vs 16, CONTINUOUS 18"#S IN CURB VARIES kFMC-l6xlB 24" 24" 12" ) s(-)8" BELOW GRO 8" SEE PLAN 8" s - '-4" 8"SEE PLAN 8" s 12" CONTINUOUS 12" 58 #51N CURB VARIES F1-30X30 30" 30' 12" (3) #Ss - -)8" BELOW GIRD F2-30X30 30" 30' 12" (3) #5's (3) #5's - 12" BELOW GRID FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746076 FAX 407-7744078 www.abdeslgngroup.00m AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH:8134HW2628 FAX: 813.688-2802 stmDrv. ae LOT: SILVERADO LOT #13 BLK #13 PltodECT# 03719,000-13 mop1m.: 2795-F GARAGE OWUM: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B m I"PARINT 10/30/20 11CALE: 1/4"=1'-O" aFIEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING I i STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED 5 CELL SEE PLAN FOR SIZE AND Q 4. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d rr K C SPACING REQUIREMENTS _ �•:.�` GARAGE DOOR UO W w T`—..s. �°� w RECESS �7 C� to Q _... •� .I - .' FM 5M w e" N i io W CMU WALL O 8"CMU WALL I , CORNER BARS, SAME SIZE AS LARGER BAR w O i IN FOUNDATION WITH 30" LEG EACH ' w = m +- 0'-0' TOP OF SLAB +- 0'-0' TOP OF SLAB I WAY AT ALL CHANGES IN DIRECTIONS I .., I •1 SO THAT THE STEEL REINF. IS CONTINUOUS N • • MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR • a' PORCH SLAB •._ SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4"CHAMFER (I-STORY)FOOTING 19" - " EXT. PORCH SLAB RIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER f -- v. I.I ..lo_ CONTINUOUS STEEL MONOLITHIC ° REINFORCEMENT SEE SCHEDULE MASONRY N UNITS SET �;pr AT ELEV: W/ 1 W/ 1l2"ISOLATION < JOINT (WHERE. 6' CHAMFER (2STORY) pq 24" W/ 1/2" ISOLATION (I -STORY) Il. . 6" CHAMFER (2-STORY) e ; 0'-0" APPLICABLE) i SEE SCHEDULE 30„ JOINT (WHERE APPLICABLE) i •' i EE SCHEDULE 4- WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE 36"DIFFERENT FOR WxD, BAR SIZE NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 iv AND BAR QUANTITY NUMBER OF BARS (ie. 2 70 3, PROVIDE 2 BARS), UNO 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=V-0" @ GARAGE SCALE:31a"=1'-°" ARS DETAIL DOOR OPENING 022nl� SCALE: 3l4"=1'-0" 4 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL WI 16d COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. VERIFYHEIGHT NAILS, 2-ROWS, 4" On BTM. EIEI OF WALL LAP TO OCCUR OVER STUD PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE LLI O o. ' No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x0" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O a SECURED W/ 2• PART TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED K ( a 5 EPDXY. MIN. EMBED PLATETE EPDXY 6-1/2" EMBED. MIN. (� 78" OC SLAB V 0/d MASONRY NAIL 16" O/C STAGGERED. GALVANIZED PIPE -� p MAX PAND ADDITIONAL METAL W/FLANGE ®BASE FOLLOW ALL MANF. BTM TOP PLATE CONNECTORS NOT CONNECTORS SPECIFICATIONS FOR ANCHORS Wl tOd x 1 1/2" REQUIRED WHEN NO _ I USE AND COMMON NAILS FILL ALL y N UPLIFT IS PRESENT. ion PREPARATION OF HOLES, DO NOT USE 10d W w HOLE. K x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO CISSLAB Q W/(4) 1/4" X 2 114" °� -Q 0 0" TAPCONS TOP OF SLAB TOP OF SLAG - - Q 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) :• _� ` :4a a .�.. EQ EQ. SEE SCHEDULE EQ EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL %1 BOLLARD 5 6 MONOLITHIC FOUNDATION p 8 SCALE:34"=1'-0" (NO UPLIFT) SCALE: 3/4"=V-a' (W/ UPLIFT) scALE:3/a'•=r-0" scALE:3la"=,,-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP No 2 STUDS SEE g PLANS FOR SPACING. SINGLE Q ^ BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB Wl10d MASONRY NAIL 0.} PROVIDE DBL. TOP PLATE 181, STAGGERED. t <O/C W ADDITIONAL METAL m U CONNECTORS NOT v -� REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL B' VARIEB B' i OURED LINTEL CONT. (TYP.) 6"CMU FILLED CELL (TVP.) 3''2XWALLFRAMINGJ�l TOP OF SLAB SEE SLAB SCHEDULE 1p SLAB a• i SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STS2 BOLTS 6" MINIMUM EMBEDMENT INTO S - f"ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX 4• POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE E SCHEDULEOR WxD, BAR SIZE WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 12 SCALE: 1^=r-o• 9 BDALE: 3/4"=1'-0° (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: M-1'-0" SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeaigngroup.com AA 8: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81349 &2628 FAX: 8134IM2802 aLJHDIV. ae MT SILVERADO LOT #13 BLK #13 PROJECT# 03719,000-13 Mopma 2795-F GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BIND. ORLANDO, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdosignVoup.com L AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134N6-2628 11,4 FAX: 8134MS-2802 avna:v. ee LAT. SILVERADO LOT #13 BLK #13 PROJECT* 03719,000-13 mop,zL"" 2795—F GARAGE 8VnNG: LEFT PAGE: DOWEL PLAN 150 MPH EXP, B Nov DwNT 10/30/20 SCALE: 1/4"=1 -0" aHEET IS1.2 IF TIE VERTICAL REBAR HORIZATIONAL EBAR W/ 10. HOOK GROUTED BOND SEAM /�O TIE VERTICAL REBAR VARIES PER ELEV. Z a—p TO HORIZONTAL REBAR W/ 10" HOOK 5 1.a 1. iv GROUTED BOND BEAM a ° —J, VARIES PER ELEV. tA N a. < g 5 • la 0 O Q #5 BARS Q ■ ml10" HOO O CLEAN OUT REQUIRED 0 a m ° ..bra ¢. ' • �^ ° —�— a A Q FOR INSPECTION 0'-0" FIN. FLR. O n TIE RTICAL REBAR _ TO HORIZONTAL n.: REBAR W/10'HOOK BAR SIZE F48 BAR DIA. Ng 0 m V #3 18" #4 24" ©5o CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. 8 36" #T. ar' METHOD 181, #4 24" O MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 30" 3 L - REINFORCING L REINFORCING SCALE: 3/4"=1'-0" #T 42" SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 W ww.abdealgngro up.wm � AA #: 0003325 L ING BY:GN GROUPING INC.T CENTER BLVD. 1004RIDA 33634 -262.888.2802 $LTHDm de Lotil SILVERADO LOT #13 BLK #13 PROJECT# 03719,000-13131 '"2m7 795- F GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B Dw 10/30/20 SCALE: 1/4"=i'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1Y1" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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 CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SNZE & DESCRIPTION REMARK 10 12) 2X12 20 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (psi) SIZE WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 1 TEDSOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 60 6m- SAFE LOAD - POUNDS PER LINEAR FOOT � SAF.E GOAD 4tAM-61 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 0°0 a'd (42') PRECAST 2231 4'd (4a•) PRECAST 1g55 4'd (541 PRECAST Iggg S'-C (541 PRECAST 1217 s-10- (M PRECAST 1082 Sd (7n PRECAST g05 r4' M PRECAST 743 174' (1121 PRECAST 564 194r (1281 PRECAST 475 11'-' (131n PRECAST 362 12'4r (1441 PRECAST 337 194• (1W) PRECAST 296 W-W (18n PRECAST Z79 14'd (175') PRESTRESSED N.R. 1" (134') PRESIH08ED N.R. Ira ' On PREP N.R. 19'd CA9 PRESTRESSED N.R. 21'W 01011 PRESTRESSED N.R. 27d CM41 PRESIRESSED NR 24'd (235') PRESTRESSED ©m©o©ov ©o®o®mm omovvoo ©o®ommm sum©os�ov ©m©Om00 sum©m©oo mm�00m0 mm000C�'_".Guy"" 00000mv oos.�mo�s oomoomo os�s.�0000 I0��010�10 ©DDODmO DOEMO0"m0 1©oomll�ory 00000�0 IOC"mOm® 1®D�00�Im I�r�alnmooly 00000�0 OD�m��m �0�0�00 RR n I 1.0 _ 4m 1 - IM{ g"4 1177 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MAMIFACTLREB SPECIFICATIONS LENGTH -----I LENGTH 7- (4Z) PRECAST 1026 IOTA I= Sd on PRECAST 4'd (41n PRECAST 795 78.5 13M 4'd (4a•1 PRECAST Pd (549 PRECAST m 591 Ion 4'd (54') PRECAST B-4' ml PRECAST 411 411 746 E4' (64-) PRECAST V-14r (70") PRECAST 340 330 616 s-15' (7d') PRECAST Sd (78') PRECAST 507 ref 400 5'd (15") PRECAST rd (W) PRECAST 424 534 363 rd mn PRECAST od (112) PRECAST S&I 1 512 230 VW (112) PRECAST 10'd (12r) PRECAST 2s4 4o1 1a0 lad (12r) PRECAST 1114- (135) PRECAST 200 462 164 11'W (136) PRECAST 12'd (1449 PRECAST 244 402 137 1Z'd (144') PRECAST IX-C (1a0') PRECAST 217 324 110 19-C (1W) PRECAST 14'd (ion PRECAST 205 2gS 100 14'd (IWj PRECAST 14'd (lin PRESTRES3ED NR 254 91 14'd (17" PRESTRESSED 18'd (IM PRESTRESSED NR 259 83 15'-C (184') PRB7RE88ED ir4' Mn PRESTRESSED N.R. 104 54 1rc C4089 PI✓�7REBBED 19i' Rom') PRESTRESSED NR 148 52 15d (282') PRE67RE08ED 21'd On PRESTRESSED NR 125 42 21'd' Mn PRE91RE.88ED 274r (204") PRESTRESSED NR 116 40 22d 04") PREY D W-W (Tee') PRESTRESSED NR 91 33 2Pd MM PRESIPEBBED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE MINIMUM 4' OF BEARSIO PAST EACH CEDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #:16-0126.03 1 1 1 1 1 4 1 1 1 1 -------1T/OM/10----—---------BF18-1T10M/OB-----------m--6F16.1T/O—----- ------ II 1 12'-0" 5'•10" m 1 1 b 1 1 1 1 1 1 $ 1 < 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6 1 1 1 1 4 1 1 �` art'/��. I ♦ BF16-1T/0M/1B 10'-6" o I 0 w f 0 W LINO, PROVIDE B81 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'-4", UNO. IUM/Ut$ 1 1 4'-0" i 1 AH7E 1 1 I 1 1 1 1 8F36-lT/0M/0B I ram; ' 1 � 1 . LIFT BEAM PLAN SCALE: 1/4" = l'-0" 8F16-lT/0M/0B 7-8—_________ 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 StmDIv. ae M SILVERADO LOT #13 BLK #13 PIOJECT1/ 03719,000-13 �Io�EI� 2795-F GARAGE 8WING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B I0/30/20/4"=1'-O"2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RE84R W/ 10" HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9'x8° 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ,#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. qF> 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �OF 4. THE LAST COURSE WILL BE A BONO BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8"z16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OP OF 1#5 O REINFORCING (l2) COUREINFSE OF BOND BEAM IS OMITTED AND A LINTEL PLACED. THE STEEL / TTHELITHE BOTTOM BOND BEAM IS TO B BE CONTINUOUS THROUGH THE 1#5 / A �,\�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �f- ,). pQy� 8x16 DBL. BOND TOP OF QY" BEAM W/ (1) #5 BAR BOND BEAM a EACH COURSE •\O G 8x8 BOND BEAM TOP OF BOND BEAM fT0 F=FILLED W/GROUT �ti♦.30"TYPICAL I .\AU=UNFILLED GROUT SOLID FRTOPNOMINAL LINTELTOTOP OOFOPENINGWIDTH • Q�La\� W/ (1) #5 BARIREFER BAR IN BOND BEAM # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE#5 SEE NOTE 5c� ��/ J T/1 �.�1 1 V 1/ LINTEL W/ (1)#5 p$ (�F NOMINAL LENGTH OF BARMASONRY CORNER HEIGHT #OF#VS, TOP OPENING-2"IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORBEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/iM/08 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=l'-0" ANDXFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STERIT tS THIS ENGINEER'S INTENT TO PLAN FOR LOTOP AND XUXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X RIVE TAPCON OR DRIVE PIN (MIN MIN DT WINDOW SIZEEJ.300 MEN EMBEDM N,146 1 SINGLE BOND BEAM 1/4 ") 8" FROM EACH END AND AT LOWER ELEVATION 16, O.C. MAX. MIN IAA' EMBEDMENT #5 BAR SENT AS SHOWN 3 2z6 (MIN 2 X 3) 2-3/18 TAPCON .a 1�, PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" - SLOPE FROM EACH END AND 18" ,-,/4" EMBEDMENT 4 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZEA 45 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 BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" EMBEDMENT MIN. 2-12d PER BLK. EA. ENO TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16' OSB SHEATHING CMUWALL CORNER BARS AT CORNER STEP SILL CONSTRUCTION 4 SCALE:11/2"=1' Y' ARCHWAY FRAMING DETAIL S SCALE: 34" SCALE: 3/4"=1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I � > I — I SINGLE #5 CORNER A BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER I I / W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL. PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE -3/4"=V-T SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdasigngroaP.CDM L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 nunDm ag IAT SILVERADO LOT #13 BLK #13 PItoizcT# 03719,000-13 mopmu 2795-F GAItAGZ OWING: LEFT PAGIO: DETAILS 150 MPH EXP. B IlT2%f_MwZ11mmom S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" 0 x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 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. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ��. W U (J Ill W W Ill W W W W Ill W Ill Ill V U �S N N --r--ro---Ir--q---ro---H---d---N N I It -- N p I Cil u M q CJ3T --a----- If -- -- --1-,I N N 0 ,� CJ3 CJ5T •� = H q 11 .'. 11 N III q N H H H N N II 1C 11 N N N a aaao el CJ5 AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 AS AH23A AH21A AH15A AH13A AH11A AH9A CH9 CH7 CJ5 CJ3 CJ7 �51 I I 1 I AH7 I I I el.,a sale. a:=7 ass a. s..... . s . 7. i damiiasm i ieiMims einow ■i0uia■ae ■ e s — — — — — — — — — — — — — — — J Q i i>sa)$i!�l 8i®i lase eil�iiie�ii®i�i?®■r>�■�3 e3�i�8il ii•� ...... ...... .al. :.a.......L I I II .ss,.,. s.:.=.s.as�.s=ssss.aass------ I I ................. ...:: ...... I I I I ss�22x36 �®==s : was:lees:ms.sssas:s�ae�le ATTIC I I I ,. a.,.............. .............6 I I I I I I I I i t I I ul .......ate ...---------- ....s..:F s PREFABRICATED ROOF TRUSSES @24"O.C. MAX L------- - i aasa.s.aaz:..sue:.....s ...................sue :.,...:. s... s.. ----ass----a. s. s.... I I I I �....,., .................... I I I �,Q a . ------------J .sees: -Aass ems----s ATTIC �,.....:s>A:CESS n 77 It n %-�--C II N II N y, F. - ,.......... I � I I . I J rm- in- ,i DO BLOCKING BETWEEN TRUSSES 24.O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) l6d COMMON NAILS 61 SECURE TO SM. W! SUISON LTA2 USED TO BRACE TOP OF WALL GA GA FRAMING PLAN SCALE: 1/4' = l'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 9134MW2802 j��llll�ll O C SUHDIT► & LOT SILVERADO LOT #13 BILK #13 PROJECT# 03719,000-13 MOp.EL: 2795- F GARAGE S111►MG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B PRINT 10/30/20 SCALE: 1/4"=1'-O" T SHEE s3 A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J" NAILS TO TRUSS B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12)16d x 1 k NAILS TO TRUSS DBL STRAP, 1 EACH S1DE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 k 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)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-U'MAY BE ADDED W/ IOd NAILS, 2 ROWS, 3" 0/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS, ENGINEERED WOOD TRUSSES G 24" 0/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) 1 A 1 B 1 C TYPICAL TRUSS/ GIRDER CONNECTOR(S) ' 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. Y scaE:3a"=r-0° (NO UPLIFT) OUTER 1/3 OF SPAN ONLY PLATE DEPTH 1/4•D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE >5/8" 011 HOLE DIAMETER < 315'0 DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --� TRUSS ANCHOR WITH (9)1 Od x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'4" MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. `A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOS }" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ix2, 2x WOOD FASCIA (2) j x 5" TITEN HD TO CMU AND (18) BIDS }" x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }' x 5TITEN HD TO CMU AND (18) SDS }" x T 1x2 SECURED WI 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" 0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) LSTA1220 GAUGE W/ 1Odd /2 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER ' HTT4 W/ 5/8" A.B. WITH +� MIN,7"EMBEDMENT TO SLAB 6 (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a. 5 /W GIRDEROOD POST CONNECTIONS 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) I6d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 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) l6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 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 SCALE: 3/4"=1'-0' V-0" MAX (W/1X4) '121110'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/101Od TO TRUSS AND (4) I/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL It 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 114" 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 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE WI (3)12d Q EA. TRUSS (DIAG. BRACE TO COVER TRUSSES) V-9- TO 30'4" (1) "X" BRACE 30'-V TO 60'-0 (3)'W BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, - SEE ARCHITECTURAL lx4 DIAGONAL PRE -EKG GABLE TRUSS—� BTM. CHORD BRACING, SEE STIFFBACK (ASPER—� PLAN FOR LOCATION TRUSS ENG) MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 64' O/C —END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'4" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. ^ BTM" CHORD BRACING / V SCALE: 3/4"=1'-0" V EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE • AMING IN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 1/2" MIN. EMBED. (fYP) 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 m� LAP AMIN OF 4'-0". A 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY m CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE FEM PACING CEMRN.8PACING A DOUBLE 2x8 1/2" 1110, 16" 0/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" 0/C D DOUBLE 2x10 3/4" 8" O/C E DOUBLE 2x10 3/4" 6" O/C 16" 0/C F DOUBLE 2X12 3/4" 1 6" O/C 12" O/C 10 WOOD LEDGER DETAIL _ SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED (� 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-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 HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup,eom AA #: 0003325 - DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M-2628 FAX: BSS888-2802 euBDm a# LOT: SILVERADO LOT #13 BLK #13 PR0jmcT* 03719.000-131U- mopmu 2795-F GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) i6d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd 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/ 10d x 1 GIRDERTRUSS 12"HOG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 314"=1'-0" BUSSES L PT 2X6 B K' G 3E BETWEEN PLY INTO LEDGER AND 10d 6 3" O.C. STAGGERED UPPER PLY INTO 2.6 BELOW 8° CMU WALL REINF PER PLAN PER ELEVATION O QOULk K Qa}�w PER EVATIO i iX2 FIRE -STOP 1. 5.1/4 '�` NI #8 WOOD SCREWS x 2" LONG D 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN NI SIMPSON A23 EA. TRUSS /q" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) S2X_ EDULE LEDGER SEE SCH SEE SECTION DETAIL AT TRUSSES BEARING �,,ON EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG E 3" O.C.; STAGGERED NI AS SHOWN IM DBL 2X8 LEDGER JIIIIIII TO CMU W/ 12" EXP. BOLT NI 8" CMU WALL AT 16" O.C. AND 8" FROM REINF PER PLAN END W/MIN 5-112" EMBED. FLOOR DECK p R LEVAT ON O z NAILING PATTERN 3 1UV K Qa w PER ELEVATION m! 24„ M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 0 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 20 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) l6d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING EA. BRACE. NOTE: - @ TOP Of FLR TRUSS BRACE W/ (3)12d G EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C.; NI TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS 8T. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS 0 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. 1'A" MIN. FROM 2NO. FLR. FLOOR DECK TO (1) "X" BRACE DBL 2X8 LEDGER E(5) ND NAILS EA. END LINE 2X BTOOF FLOOR TRUSSES 30A 60-- 30'-1" TO (3) °X" BRACE PRE-ENG GABLE TRUSS "X" CMU WALL TO CMU W/ 12" EXP. BOLT NI Bd RING SHANK NAILS (N 4" O.C. MAX INTO BLOCKING (BT. 2X61S FOR WALL ACE (1) BRACE CENTER BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND REINF PER PLAN R AT i6" O.C. AND 8" FROM END W/ MIN 5-12"EMBED. 16d NAILS ®8" O.C. MAX SHEATHING NAILER) FROM FROM CENTER TO END. HIGH UPRIGHTS OVER 1X2 FIRE -STOP NG) (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC III/q�� PER ELEVATION PER ELEVATION PLYWOOD SHEATHING, SEE NAILING PATTERN "ROOFIWALUFLOOR SHEATHING pp}1�� FASTENER SCHEDULE" P R E E ATI N i� PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2z4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. NAILER W/ MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) SEE ARCHITECTURAL 2x SECURED W/ (3)16d ENGINEERED WOOD a 12" O.C. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ GALV. COMMON NAILS. TRUSSES @ 24" O/C, REPAIR DETAIL I F BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSO32"O.0 W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL AT TRUSSES PARALLEL M X. (VERIFY W//TRUSS SECTION DETAIL ,2"oc SECURED WI (2)12d's@ BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDUMASONRY LE GABLE END PRE-ENG'D TRUSS 5 SCALE: 3/4"=V-a' PRE-ENG FLOOR TRUSSES 7 6 Qj W/ HIP RETURN PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.G. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 6 24" O.C.MAX NOT SHOWN FOR CLARITY) PER ELEVTIO FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU86 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT Wl2" A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x414x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2X8 P.T. U < 1420 LEIS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 20 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 • o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. 80. 0 AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONTFILL EACH ALL HOLES, DO NOT USE 10dx3" 12"x9" WEDGE ANCHOR WI 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS2x4SECUREDLED 10-4- TRUSS TO BE INSTALLED (off 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16" n 0a A 0b "1 0c 1 Vd 1 VU 1 Vli OC MAX. SCALE: 3l4"=1'-0" GABLE END BRACING W/ PRE-ENG �1 GABLE TRUSS @ CMU WALL `` POSTCONINECTION V SCALE: 314"=1'-0" . ea• . TRUSS TO A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. -• I 13 - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS WI (16) 1/4'k3"SDS, (1) 51V` A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SOS TO POST TRUSS CONNECTION @ L.B.W. 9a gb PMT0 SLAB CONNECTION SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5l8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2.1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 FM: 407-774-6078 FAX: 407.7744076 www.abdesigngroup.com AA all: 0003325 M ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 33634W2628888-2802 �IUINIIII atWDIV. & LUT SILVERADO LOT #13 BLK #13 PROJECT* 03719,000-13 mop3m.: 2795-F GARAGE awtxG: LEFT PAGE: DETAILS %44150 MPH EXP. B NOV DAR1E 10/30/20 SCALE: 1/4"=1'—O" SHEET S3.1B q i w HIPROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF %.98) ZONE 3 = 33.53 PSF 43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN *OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 2 1/2" 0.120" 170,000 RIN (i6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC -SCREW-NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SWA71-ING 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 Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 'v a Z W Z C7 5 W Y 0 QU �O C7 K GO 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J JQ 2 . Q Z J � w � LL Y Z O U) QJQ Y <Z z 2 ZLU z0 U W Y (ED < d y0 O :r z zp W J N W NU W In �p LU p W a TOP CORD BLOCKING AT 4' O.C. MAX IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS--� ROOF SHEATHING ■111■111■111,mill �E��m11 I,■����►11 SEENNEENME 1 L, BUILDING LENGTH .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.G,(N FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4", STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHBi NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWIS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES TO 3/4'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION OF CONCRETE ARE BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES. BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDES-MILCONTINUO 8 POLYETHYLENE VAPOR HARMER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630.13IASCE 51 3011, AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS IAPPEDBINCIfSAM81 SEALED WITH ADFIESIVE TAPE. ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COL0.FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES TREATED. SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS. SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN'/.' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING 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. SVP 02' IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al85. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENt THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-mnwrtent 10 psf BTM CHORD nolHmn Tent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 PSf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY IO LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30PSf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40 f Ps SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95'% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR WU SUBMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEL934T. CONCRETE SLUMP SHALL NOT EXCEED 6 N-PRKMRTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNRL IT IS DEPOSITED IN ITS FINAL POSITION SMALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SMALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1.12' FOR #5AND SMALLER 2' FOR 116 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3fP FOR SUBS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25' #8 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIAVTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL, TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR 70 MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE FWl OR MASONRY TRU MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED #4 CONFORMANCE WITH ASTM C-90, GRADE Tm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 740 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WS' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8- THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 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, STH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURWOFF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SfIE TYPE EPA— REMARKS APPLICATION SIZE TYPE ACING REMARKB 1n4 PTFURRWOTO 4IXYi1/GONG CASEHMDENEDOOx 11?LONG. B"O.0 GARAGE DOORBIICK TO IMSOM ,OGNC. /PEW. NO WASHER TAPCON MABOIAY FASTENER e. 11R'EMBE0. P END DIST., I-EDGEg3T. SOD. AL. Exf. DO0R5 CASE HARDE1ED Cql P G WINDOW,DOpV FASTENED GARAGEDOORBUCK 1a DW. WI x'EMBEDGE EW019i.. Pf. SEE NOTES NMLI—LONG. STAGGERED INTO MA90NRY G. TO 1M90NRY/CONC, WASHER EKPANSKNI BOLT 28,E S"EDE DIET. WDOW EUCK CA9EI—DE r W.—FASTENED METAL STRAPTo CONTACT THIS ENGINEER FOR SPACING ix PT, WE NAxi1lS LONG STAGGERED INTO— MAAONRY,CONC. REQUIREMENTS fXT. SWING DOOR RI #1COW. RMCOIT 11G, K.,—ND. N6EAR NOINGWOW M1.PEND 1F1� "I'91ON PEMEEO WCK2 ,9EI W —SHER FASTNER 18'pC D19T., I— EDGE DUST. WALL TO DOW.SIAB W/WASHER BOLT 24 WC DIST., YEDGEDIST. GA PT WINDOW BUCK 0.1N°PMA]11H' S'OIC019T„it? IT TO STEEL COL., SEE WI WAAHER STAOGEAEO EOOE ORT. W ES NOTEB 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONA GAN BLVD. ORLAN FL 2780 PH: TT 78 FAX: 40-.. 078 W W W.abdeslgn8roup.Gom AAA: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 8134MS-2628 FAX: 813886.2802 SUHn:v & LOT SILVERADO LOT #13 BLK #13 PROJECT# mopmu 2795—F GARAGE 8 LEFT PAGE: DETAILS V. 150 MPH EXP. B NOV DA1W'E". 10/30/20 SCALE: 1/4"=1'—O" 8HEET SN1 LA 40 v