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Home My WebLink About7220 Steer Blade Dr99 2795 0 CAMDEN-9-9-- FOR: R HOR110N v® IES ��}gt 13C!` C00s, T N� cvV ID PN 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel. (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -Rom B4fIIzw coM Rcgmzm L ABV. ABOVE LAV LAVATORY DATE DESCRIPTION � L DATE ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813cPr 740-9720 FAX: (813) 740-9715 EMON ( 1 ) -AU IWAL AND wars � _ -OCCUPANCY RESIDENTIAL GROUP R3 -CDxsrRucrloN TYPE - YB -YIN. INTERIOR FDIISH - CLASS B -BASIC WIND SPEED -Vint=150 MPH Vasd=116 MPH EXPOSURE - B -I-STORY RESIDENCE - :I-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C AIRCONDITTONING A°7 ALTERNATE Ate. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE CARPET C.r. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM DIMENSION DISP. DISPOSAL DP- DEEP DR. DOOR D.S. DOWNSPOUT DTL DETAIL D.W. EACH EA. EACH LUM. MA MT. M.T. MID. MTL. N.T.S O.0. PL P. PH. PLI. PLYWD PR. P.T. R. RAD. RAG. REF. RM R° S.C. SD LUMINOUS °��;�`� r MINIMUM I METAL MOUNTED MOUNTED METAL ONoxCENTER ENr PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKEDETFFroR o6R5A9 ADDED 150-G ENGINEERNG PG Cl-COVER SHEET PG GN-GENERAL NOTES PG PG Al -FLOOR PLAN PG A2D-FRONT AND REAR ELEVATION "D" PG A3D-LEFT AND RIGHT ELEVATION "D" PG Ei-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2—DETAIL PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAIL PG WA3—WALL ASSEMBLY DETAIL PG WA4-WALL ASSEMBLY DETAIL mVT5/19 ADDED OPTIONAL PENDENT LICGHTING AT KITGNEN m'1/15/19 FIXED DIMENSIONS FOR STUDY AND DINING ROOM /a*/I% REVISE SG9FT CALCS ICA4/M UPDATED LED LIGHTS PER DR HORTON 10/3m/Ie UPDATED LED DETAIL BUBBLES PER DP. HORTON 11/00/Pb ADDED FOUNDATION ON GARAGE BEARING WALL 02/OSW UPDATED SIMF'SON CONVECTORS I.L.O. USP OAMW ADDED I50-0 ENGINEERING STATE OF FLORIDA PROFESSIONAL ARCHITECT: r $ FT. CALL. $ CV04W REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS 3 9/!m ADDED FRONT ELEVATION F' PER DRNORTON 1/14/2m CHANCED ROOM NAMES PER D.R. HORTON 01/11/2I REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE ROLAND A. ABOUCHACRA AR No. 93723 IST BOOR LIVING 2,836 SGt FT. GARAGE 6I5 Sa FT. ENTRT 65 sQ FT. COVERED LANAI 1w Sd FT. ELEV ELEVATION EQ. EQUAL, FXH EXHAUST EXT. EXTERIOR IGJFX. FIXED GLASS F.G. FUEL GAS SH, SHT SHFIG. SHWR SIM SL. SINGLE HUNG SHEET SHEATLRNG SHOWER SHOWER SLIDING PG WA5-WALL ASSEMBLY DETAIL PG WA6-WALL ASSEMBLY DETAIL 01/21/21 RE!PATHED XREFS FOR THE 2020 F5C A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL 3,113 Sa FT. FIN FINISH FLU. FLOOR fl"UOR. FLUORESCENT SL GL. STD. SUNS SLIDING GLASS STANDARD SHEAR WALL. LONGWOOD, FLORIDA 32750 FR. DR. FRENCH DOOR FIG. FOOTING TEMP. SECTION TEMPERED GLASS Tel: (407) 774-6078 Fax: (407) 774-4078 GA. GAUGE GAR DISP. GARBAGE DLSPDSAL G.F.I. INTERRUPTER C°T GL. GLASS TOC. T O C. T OY TO.S. TYP. THICK TOP OF TOP OF PCURB LAT TOP OF SLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED H.A. HOSE BIB OTHERWISE H.C- HOLLOW CORE V.P. VAPORPROOF HDR HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER NsuIOtH` INSULATION HEI wn. WITH PG S1.2-DOWEL PLAN THE BUILDER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. �T FOR W/H W.I. WINDOW WROUGHT IRON PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAIL IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3-FRAMING PLAN PG S3.1A-DETAIL PG S3.1B-DETAIL ORDER TO BUILD THIS PROJECT BASED ON THIS PG SNl —DETAIL DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG SD -SOFFIT DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngrouP.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813586-2802 SUBDIV. do LOT: SILVERADO LOT #13 BLK #15 PROJECT# 07 - 5 W[O"EL• 2795- D GARAGE SWING — LEFT PAGE: COVER SHEET IL 15 MPH E PRZNT ,,T..03/02/21 SCALE: 1/4"=1'-O" 31-MET C1 GENERAL NOTES i. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST NNDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SrrE 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. 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. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE GUT 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES 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 5I 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y 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 D1557-2012 Ei. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES 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: 1. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED 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 FBCR SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBGR SECTION P2603.2. EXTERIOR WALL COVER NG3 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNSSHES 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-C926-18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-I063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH i12" GYPSUM BOARD. R302.7. EXTERIOR CEiLNNiS 1. EXTERIOR CEILING TO BE i/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 i 1/4' TYPE'W' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 30FFTi3 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813-886-2802 Stmx)m de L0074 SILVERADO LOT #13 BLK #15 PROJECT* 03719.001-1.151 1[Op.EL 2795- D GARAGE OWING: LEFT PAGE: GENERAL NOTES 150 MPH DIR►'P�E� 03/02/21 SCALE: 1/4"=1'-O" SHEET GN �1 IrME - = o m EGRESS EGRESS EGRESS in 0 o in :'1'il c, p • • ° _ - � woo Sirmo. - i o . in . in in . n . GMT J 11 TO VW � �'{�� n j � i ( .in mi �.� ° :. ENCLOSURE I 111 - !� ,�. r -- °I MuTpmBEDRIXIM aTO M Q DMIG ROOM �.I - RAYin TO W CLct ° m L� 0 ✓ o� AJ lR'a In IR in in o in '. 0 _ - r in ^ in in in ;1 �� • in in IN in in - / in in i / mn oli'I° °IVi,'o In in n inin . . . . 1 , in In E 0 in -- i 1' inin in Ili° oll°lam.°in in m EGRESS in in II' -EGRESS Ja - ol°Ipl 1°9°Vo 'IIII� SQ.FP. CAM'S IST FLOOR LIVDrG 2036 SR FT. GARAGE B19 Sa FT, ENTRY 65 SO. FT. COVERED LANAI I93 SQ FT. TOTAL 3,113 Sa FT. COI!'OIBd AID CLADOIp ■D LOADB I!A/C MIID l3F081aE FCR a ®oclD aUeAl 0lilliII/ItM 81111E EIe 10YHMDIWo lEmom AIDTt4E F00TAM MIN. WINDOW IV 5 243/-32B CRITERIA EXTERIOR SWING IS 5 23.4/-30.1 DR. MIPL CRITERIA SLsD. MIN. 41 5 22.1/-41.0 CRITERIA 16010 O.H.D. 112 5 20.5/-24.% BASIC WIND SPEED MPH = 150 (Vuit) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONDIOL DATE SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX JlliS AT ENDS OF PARTITION ARIE KITCHEN BABE 4 5RRACCKI ET�SAA WALL CABINET NECESSARY. 2'X6'X35-I/4' m LOW WALL 2'X6' STUDS • I6' O.C. W/ 1/2' DRYWALL TYP. CABINET SECTION A SCALE: NTS II FLOOR PLAN NOTES II - ALL DRENSIONS ARE FROM FACE OF T %' DLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UND. • ALL NTERi WALLS ARE 3 AP UNO. - DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. - AIR COP PRESSOR SET ON 44'X44' POURED COi PAD. PAD BEGINS 6' FROM EDGE OF 6TRUCTU E. - SEE SHEET GN FOR GENERAL AND STANDARD BWLDMG NOTES. - ALL HASITABLE ROOMS TO NAVE ARC FAULT CIRCUIT INTEReeaRER. - ALL FULL 14EIG44T BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SHEAR WALLS. FLOOR PLAN SCALE: 1/4' . P-0' 7 VARIES 6 ENING DTL. (�-,�F� : V2 . I'_0• 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 1': 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SS64628 FAX: 813-886-2802 SUBDIV. Se LOT: SILVERADO LOT #13 BLK #15 PRO.TECT# 0 7 9.0 — >oc 92 2795—D GARAGE 87111 : LEFT PAGE: FLOOR PLA 15 H Q 11 iiiiiiiiini I >A E: 03/02/21 SCALE: 1/4"=1'-0" SHEET Al 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 SO, IN. MIN. REQUIRED VENTILATION = .5X 1906.56 IN UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTALNOFVENTS REQUIRED = 8,28939 �TOTAL# OF VENTS PROVIDED = 9 `AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG W LAP V-4' BRG. HG_T.io_ FLR. _ GRADE CMIN.J 12 zz�lrl FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHIM3 AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FNISH _�10'-8' HEM 0'-4' BRG. HGT. 5' STUCCO BANDING r—Typ. CAP VENEER _ 0'-0' FIN. FLR. 0'-S' GRADE MIN.) ( I I m I I � 113•x30' I LOUVER (LQUVER DTL. A SCALE: IR • 1' BAND SED I �I 1• �J EYSTONE DTL. 0!— ALE:1/2 . P-O' -- — — — — — — — — — — — — — — — I \I i I I I I I 9'-4' BRCs. HGT. _ _ I I I STUCCO BAND I I RAISED I CMU TO 13'-4' APP. I STUCCO ? I FINISH I FOAM CAP 9 I I I I I I I I I STOPS ) v VENEER I It I I I I I 0'-0' FIN. FLR — I ` — — — — — — — — — — — — — — — — — — — COLUMN DTL. C SCALE: I/2. 1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.com AA S: 0003325 DRAFNNG By: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 28 813886-26 FAX: 81&888-2802 3UBI)XV. de LoT SILVERADO LOT #13 BLK #15 PROJECT* 03719.001-13151 MODEL• 2795- D GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "D" 150VP4 E 9'-4' BR(- HGT.�, ��_ 0'-0' FIN. 12 OFF RIDGE T OFF RI� T OFF RIDGE T 5 LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT F-1 I I E El El El ------------------- --------------------------------- RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS -0' ,L9'-4' BRG, HGT. -0' FIN. FLR- 9'-4' BRG. HGT. _ 0'-0' FIN. FLR 0 -S' G DE (MIN.) MAR 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 P44:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 Illk FAX: 813-886.2802 oo Sulmm 8e LOT: SILVERADO LOT #13 BLK #15 PRATECT# 03719.001-13151 MOpEL• 2795- D GARAGE SVWG: LEFT PAGE: LEFT & RIGHT ELEVATION "D" 150 PH N. B 202 D 03/02/21 SCALE: 1/4"=1'—O" SHEET A3D ELECTRICAL LEGEND DESCRIPTION DARD SWITCH Y SWITCH Y SWITCH ER SWITCH HEBUTTON ONNECT '1OSTAT R4P�C.EPTACLE LE RECEPTACLE (125Vf10-AMP POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT RUPTER/TAMPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET D TO SWITCH) RIOR WATERPROOFCGFI EPTAGLE (GROUND FAULT RUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR IOUNTED) 20V RECEPTACLE (4 WIRE CONNECTOR) —Q EDICATED RECEPTACLE I-Q IWALL MOUNTED LIGHT FILING MOUNTED LIGHT ANT LIGHT 000 LK#HT L SCONCE PRE -WIRE T FAN WITH LIGHT (l CFM PER SQ FT) BQ8 BULB LIGHT FIXTURE Poo9 BULB LIGHT FIXTURE � BULB LI3I4T FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN �� ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE 1OWT) 'x4' FLUORESCENT LIGHT (RECESSED) X1. OtOCATION) SS LIGHT 58 LIGHT (VAPOR PROOF) G MOUNTED LK#HT WITH J-BOX PT. FAN TRICAL PANEL (FIELD VERIFY TX /WALL MOUNTED) Q -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0 NT FAN (I CFM PER Sa FT.) .4 JACK 1-0 OKE DETECTOR (WALL MOUNTED) O' OKE DETECTOR (CEILING MOUNTED) ® /CA X DE D G OR C (LUNG MouNTE ) IMES ® NO MOUNTED OUTLRTIF�� OOROPENER TV JACK ^� PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 1 FANS TO BE VERIFIED • WOMEOU14ER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1fh EDITION (2020) 1 NEG 2m.Y1 2011 • 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 ELECTRICAL PROVISIONS OF SECTION M15013 FBGR 1th EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Tth ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR 1TH ED 12020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th T i j BEDROOM 1 I I j I I I I I I I \\ I PRE -WIRED \\I CLG FAN ----------------- /i ----------- MULTI—GEN BEDROOM I I I I I I I I Q`\ I \\ I PRE -WIRED \\ CLG FAN 1 I I I i----------1 CAFE FIXTURE /r 1 — 1 I Fmi 1i� 211�j�s � G��13 " o wc.0 MULTI-GEN ' _ _ _ _ - LMNQi ROOM i SO/CO I / I I I I I € I PRE -WIRED I CLG FAN I I L— — — — — — — — — — — — — — — — — J L LUNDRY III .! I 1 GFl• AFF. BOLLA L J I \ AS REp, I \ PER BG. LD WALL MOUNTED LIGHT W/SWITCH IN I \ CODE I \ ATTIC I \ I \\ 3—CAR GARAGE I \\ I '---------\ I _ — rqp, CLG. WI OUTLET ICLG. GFI OUTLET / I FOR OPT. / METER GAARRAGGE- EDOOR (GARAGE DOOIFi/ FIELD OPENER OPENER L OC B- GFI I // P.B. FORS IRRIGATION 1 / CHIMES / OUTLET I I / COACH LIGHT COVERED LANAI PRE —WIRED CLG FAN Q 1 I �• / -�--i- yr i�rTr----------------- V i I I 1 GREAT ROOM I I , I I \ I I \ I I \\ I _ S I PCLG I FIND I \ AI ' I I II �---------------J \ ----------- — — — — — — — — — — \I I \— — — — — — — — — — �\ DINING i \ ROOM II I \\ I \ II I I \ I CLG FAN I PRE -WIRE L------------J 1 1 I I b ENTRY —�� BEDROOM \\ 3 PRE -WILD CLG FAN \ \ PRE -WIRED \ CLG FAN BEDROOM 2 LED LIGHTING LED LIGHTING C SINGLE LAV. C SINGLE LAV. LAUNDRY ROOM BATH MULTI-GEN BEDROOM BATH W P Panel MAN - A PANEL: 8N 6 t9 at breaker VOLTAGE: 1201240 V-1Ph MAIN: 150 A1w, WC FEEDER: g#1 Cu THwN&1-#6Cu(G)in 112-C. OR 3,#2A AL THWN&1-#6 Cu(G)in 112' C. - wh. N•N atr owm wm ea«r cast wr as H2 m E"•Mrrbc nGFlM 1l1G 12a0 2 9 w2 : ID wAlbn Rwa tam bare saw• PANEL -A PANEL: 42 wL breaker VOLTAOE:120/240V-1 Ph MAIN: 15OArp M.L.O. FEEDER: "I Cu THWN & i-#6 Gu (G) in 1 12" C. OR 3-#2/0 AL TK0M & 1. #6 Cu (G) in 112" C. w]w -•N ar wm caert e-ert wn• r .. an row wa• s,2 , m swr APWas• ISm , x ao00 A+q• M 2 4s Goo swr Aver-• ,em s e .aao a«He#« xs x no 1 ID Pec edw pFCI te�o 9 10 1200 DIa � Dw ID m B#a GFl RRpatas 12ao „ 12 15m C'blmtsb-CFI .2 ID Hr/ AFC, ,me 1J SOoa OSY•r61 70 2 m -,4 crFr Reew.leaeia Ka soo 1e ra • 1] is ,Sao w laresl m 1 m ID 1pID Dow OpY-r CYI m M2 1 m arM&p INM4RAFC1 ,me 21 22 1200 /puvar Ilse •tlw KCI _ m 1 m saw. 3 H 8m wo Owwr39db AFC( owwy a#I.m" AFa ,e aN sve�- 27 ID ,000 Dx aarw,.al D.e.pF.o..w m m — _ svw: --= m_-- 3, J: s - Je - r 2 ID 9px• , e RVA! wt11 51M 3a 40 .,e a.nr ],a xrno aver ASSREVWTIONS: N R ARC FAULTCRCIITNTEWaV1Bt : 1-011 LOIN]LOAD a.l: tararo FAurA rme we:,y.a m aew.rrww u,w ' Fw, ,a00o x-as el ,aalL 100r -- -- n."r.q..n.—..o= n2ao Tow AIC� esM LOAD CALCULATION M S ED ON AIC NON{ONICIDENT LOAD ]d# cwnatr Loee waa 3Jes0 T•w /NO w4s 13T.] Gen-rr Lighling & Receptacle Load Taw AIC fM P95 f3•nr# U. & Rx 3W I . Ft. 63&5 1 r 65WAI Nat 100% 65 Taw purer Win, a Re< &Vrel 8450 LED LIGHTING C DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UTH ELECTRICAL PROV1810NS OF THE FDCU TTH EDITION (20201 LOCAL CODES, AND ALL LOCAL FOUER COrrANY REG4IREMENTS, D. ALL GCNDUC.'TORS SHALL DE TYPE T'NN /n4W 4 WLE56 NOTED OTFERUSE. Iml PROVIDE BO AMP, 120Q40 VOLT, I F WASE SECONDARY- ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1-102" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 C0DUIT NlANY'DIA SCHEDULE 80 PVC CONDUIT INLES88 SERVICE M FRONDED BY TFE ELECTRICAL PLAN ELECTRIC COMPANY. COORDINATE UTH THE ELECTRIC SCALE: 1/4' - P-0' COM'AM' PRIOR TO DD. I -6' 4'-9' '-61' I I I 0= 0 ' -------------- LED LIGHTING C DOUBLE LAV. BATH I PROVIDE 34A0 CLL TWM .PIS CU IN 2' CONDUIT OR 3 a4/0 AL. THIN- 1% a IN 2' CONDUIT OR 2/0 AL SEA COMDNATION SERVICE DISCONNECT GUTC 4 AND ELECTRIC METER N WU 3R ENCLOSURE I MAR TlaEFl40tE &ERVIGE GADLE "LEVIS1ON ENTRANCE SERVICE ENTRANCE E&&IIFFENT EOUIR"eR INTERSYSTEM BONDING TEII'1NAL AT LOW VOLTAGE CON4ECTIOM 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PECK TTH EDITION (24M) DW' DUL X 8 FT LONG COPPER CLAD COMM ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngrou p.com AA M: 0003325 DRAFTING BY:. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138864628 FAX: 813.886-2802 SVHDIV. at LOT: SILVERADO LOT #13 BILK #15 PROJECT* 7 .0 1- 3 5 MOpEL: 2795-D GARAGE SIVIWG: LEFT PAGE: ELECTRICAL PLAN 150 MPH W. r'p2W 03/02/21 SCALE: 1/4"=1'-0" 8HEET k. E1 a 0 I I I I I I i I — 2 I I I I E I I I I I I p El L _ 0 _5. 12'_II• J I 12'_b• ------------------- 22'-2' I I II42'X b®' I TUBop f l l � • II I � I I f 9 LAV. LAV. � --- u I I I I — — 5'-9' 4'-9' r— 1 OPT 1 T c.'-------------------- — I Im REF• , v I WC. PRE -PLUMB ll ----- ------- �_ KBNK W/N AUTO VENT II (III I I v 2' VTR 2' VTR 2• L---------- `---- I OPT, 1 �, 2' VTR 1/2' — � I I I I 3' --- I 1 1/2 2' 2• 2' VTR LAV 20'-3' 2' W I/2' I IR' 1 1/2, 2' ViR LAV 3 4' -----� I r----------- I LAV 3' W. TUB L.T. m LAV ROUCsH 11/2' UJG 3 IN I s I — I I 11/2' 2' TUg LAV I I 3. 3' 3 11/2, OHM 3, u _ 2' 3 I I I LAV C �A'V.A co 9 I I I L------------------ 2' TO MAIN 0 - - - - - PLUMBING RISER _ Ej s IF-----� I L J \ 1 Q - I I ® Q --- MAR I 1 - - FIB f I I .o I I PLUMBING PLAN S 'ALE: V4 . 1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 0 4 U A a w C U SUBDIV. 8c LOT: SILVERADO LOT #13 BLK #15 PROJECT# 03719.001-13151 MODEL: "2795-D GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH m MECHANICAL PLAN SCALE: 1/4 . I'-0' HVAC NOTES I. ALL MECHANICAL EQUIPMENT r:44ALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER I"IFCG. 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 PBC lTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC lTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SWOUERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. REGOMBNENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY- :]l y AIR HANDLER EVAP.TRAY PLATFORM ICE; ALL HVAC TO HAVE PROPER PANS W/ DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT B PASS-THRU AIR GRILL EXTERIOR WALL AIR RETURN SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'XV tAPCONB WIT SIMPSON WE, ROLL STRAP SUCTION AND LIQUID OR EQUAL REFRIGERANT LINES SECURE STRAP TO UNIT W/ (2) EXTERIOR WALL 4' CONCRETE SLAB '8XI 1/4' SHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VFBCR 'ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION -4012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56OW INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED MAR vFLOOR SLAB CLEAN —OUT (TYRj NEXT. GROUND CLEAN —OUT (TYPN 1441 N. RONALD REAGAN BLVD ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�2628 FAX: 813-886-2.2 00 stmDrv. dg II.OT: S ILVERADO LOT #13 BLK 15 PROJECT* 03719.001-13151 xo�L: E 2795-D GARAGE SIFMG: LEFT PAGE: MECHANICAL PLAN 150 PH A. El 2X4 TOP PLATE PRE-FAB T-fMM IR' C-G. BOARD 1/2' DRYWALL —! Wr SECURE BT. — PLATE TO SLAB W/ NDd MASONRY NAIL a 32' O.G. MAX m.-1. FIN. FLR 2X4 WOOD STUDS .24' or, IVV IC: J Z' IIV PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHEN SPACED NOT MORE THAN IV O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MOIRE THAN 24' O C. TYP. INT. WALL NON—BRG. Dl SCALE: 3/4'.1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 500.11 ROOFSHEATHNG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSSTTO�jP4 MTL. DRIP EDGE 2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/S' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA, SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 9 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'=1'-0' ENERGY CODE FORMS ATION R-VALUES .RENCE STRUCTURAL ELEVATION — INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.I1 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT M 1GA SY LN 28 GAS LINE THRU BLOCK euL[, w.rw FIBERGLASS SNUKaI..ES WITH UNDERLAYMENT AS PER FBCR 110511. ROOF SHEATHNG THICKNESS AS PER SHEET ON]. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ♦ ♦�♦ ♦ YI i!Qi�i�i�iTi�♦�iO�i�i�i�♦�4; worn .iae rew e,ALv. eieeL �T Ov9Eae RAD DO APPROVAL Wa VER"PATIGL iwwLx Y M erc oym m GY LDE v pm eieaaceTe A Ra rROVA. MAL NlO. s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' i-2X4 SPF 24' O,G. MAX.--, SECURE W/ (2) 12d NAILS • EA END 2x BLOCKMG BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS AI PRE-ENG WD. TRUSS — CCNT.'2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/V GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND g' CI'&1 J.CEMENT PLASTER APPLIED 1121 GYP UL BD DIRECTLY TO MASONRY PORTTLHAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FN. FLR- 0'-0' FIN. FLR — —� a' cm m 4' n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN %4)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE. 3/4'.r-m• SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 n W/ WINDOW OPENING rL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. in, GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET ONI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Prim * 0� 0' FK FLR a TYP. WALL SECTION L' NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4'.1'-C' MAR 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX 813-8862802 SUBDIV. de IAT: SILVERADO LOT #13 BLK #15 PROJECTO 7 — 5 MORL E- 2795— D GARAGE SKIING: LEFT PAGE: DETAILS 150 MPH UP. Bjf TOP, 2X6 P.T. s CENTER OF DOOR HEADER SAD UV (V VY X S' J-DOLT UV 4' MN EMBEDMENT UV 2' X 2' X VS' WASHER 4 NUT OR UV (2) V2' X S' ANC140M BOLTS W/ 4' MIN. EMBEDMENT UV 2' X 2' X VS• WARNER 4 NUT- hM444444444��44� 44��444444444� MJ -SECURE 2.4 O R FLAT TO SILK UV MA6C`W NAIL& UV (5) VJ• X S' J-BOLT OR ANCHOR Eg BOLTS. W/ 4• MN EMBEDMENT, UV 2' X 2' X VS' WARNER 4 MT. (V WTHM S• OF TOP. (1) UNTHM S' OP THE Ban(3)EVE11Y SPACED. J 110 al 1 R r NOTE& ALL ANC 40RO SHALL BE IN ACCORDANCE TO MANUFACTURER* INSTALLATION INSTRUCTIONS 444ERE SUCH MTRJCTION6 ARE MORE STRMG@JT GARAGE DOOR 1 BUCK ATTACHMENT S• cm IR' DRYWAL 1'X4• P.T.PT. NA DOOR DOOR L bat P.T. OR 5/4'X4' HN SECURE TNRIJ FRAME 4 EXTEND 1-V4• INTOMAILER BLOCK UV 3/16' TAPCONS CASING MN SHANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT 1-V4' WITHIN S• OP EACH END JAMB OR WINDOW 4 b• OC. MAX SPACING ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" `� TL TO BLOCK +3/4" OR +5/4" 2X4, IB SECURE TO BLOCK W/ 3/16' TAPC M MN SWANK SIZE J45 MIN HEAD SIZE 900 MN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 b' O.C. MAX SPACING. 2X&: SECURE TO BLOCK UV(2) 3A6• TAPCONS (MN SHANK SIZE 145 MIN. HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END S. Cm 4 b' O.0 MAX SPACING. V2' DRYWALL 2X& ® ❑ 1'X4' SECURE TO BLOCK P.T. HALER WK2) 3M• TAPCONS (MN SHANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 b• O.C. MAX DOOR JA1B OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +1 1/2" /11FIND0W TO BLOCK +1 1/2" `a�IWs 2X4, 011 SECURE TO BLOCK W/ 3AV TAPCLNS MN SNACK SIZE 145 MN HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 b' OL. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCOFB (MR DRANK SIZE 30 IM1IN. HEAD SIZE 300 MN E.IMBEDMENT 1 V4') WITHIN 6' OF EACH END S• CMU 4 b' OC. MAX SPACING. 2X&ET IR' DRYWALL SECURE TO BLOCK W10) 3/I6' TAPCONS I'X4• P.T. NAILER (MR SHANK SIZE 345 1/16' 0". X 4' MN MIL HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING UT14N S• OF EACH END 4 b' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +1 15/16" `�D�011 TO HIACK +1 15/18" 2X4, SECURE TO BLOCK UV 3AV TAPY:ONS (MIN. BWA K SIZE J45 MN HEAD SIZE 30O MIL EMBEDMENT I V4') WITHIN S' OF EACH END 4 b' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWRO" NON-STRUCTURAL WK2) 3A6' TAFCONS 3/16' TAPCON MN 1-1/4' (MN SHARK SIZE345 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 b• OC. MAX SPAC ,1G. DRYWALL 22X&ET11V SECURE TO BLOCK I•X4- WW2) 3/16• TAPGONS P.T. NAILER (MN SWANK SIZE J45 DOOR CA91NG MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 b• oc. nAx BPACIXa. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" �1LINDOlf TO BLACK +2 1/4" 2X4, 1111 SECURE TO BLOCK UV3ft' TAPOONS MN SHANK SIZE Jo MN FEAR SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 b' O.C. MAX SPACING. 2X6, II® SECURE TO BLOCK WK2) 3/16' TAPCONS (MM. SHANK SIZE J45 MN HEAD SIZE 300 MIN EMBEDMENT I V49 WITHIN S• OF EACH END S' CMU 4 b' Or- MAX SPACING. �DRYWALL 2X& SECURE TO 15L.00K 1-4- WK2) 3/16' TAPCONS P.T. NAILER (MIN SHANK SIZE J45 DOOR Cq W MN HEAD SIZE 300 MIL EMBEDMIBNT 1 1/49 WITHIN S' OF EACH END 4 b7 oc. MAX SPACRICs DOOR JAMB OR WINDOW ATTAC4 TO 2X PER MANUFACTURES DETAIL$. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" Onxnnw mn rrrnrrr +3^ 2X4, SECURE TO BLOCK UV 3/N,' TAIRCONS (MR SHANK SIZE J45 MIL HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 ID'Or- MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: CID ON OUTSIDE 4 SECURED SECURE TO BLOCK THR OUa.H NON-STRUCTURAL WK2) 3/16' TAPC4" 3W6' TAPCON MIN. 1-1/4' MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MN 14EAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END S. CM 4 b' O): MAX SPACING. 112' DRYWALL 2X& ® —SECURE TO BLOCK P.T. NAILER WW2) 3/16' TAPCONS DOOR CASING MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4'1 WITHIN S' OF EACH END 4 Is, Or -MAX SPACING. 2ND 2X BECUE TO STRUCTURAL MEMBER UUK21Dd WITHIN $' OF EACH END 4 6' TO S' O.C. MAX DOOR JAMB OR WIDOW ATTACH TO 2X PER NOTE,S SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAM(DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" /lwr W Tn RrnCK +A" 2X4, 011 SECURE TO BLOCK UV V4' TAPCONS MR SHANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT i V4') WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X6, CIO SECURE TO BLOCK WK2)V4' TAPCOM MIN GRAM SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 b' OC. MAX SPACING. 2X& SECURE TO BLOCK WW2) V4' TAPCONB (MIN. SHANK SIZE .HIS MM. HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S• OF EACH END 4 b• OL MAX SPACING a• cm ❑ V2' DRYWALL I•X4' P.T. NAILER T/16' OSD. X 4• MN i- DOOR CAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/16" 11II'IDOL► TO BLACK +3 7/18" 2X4, IUD SECURE TO BLOCK W/ V4•TAPCONS MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 Is, OC. MAX SPACING. 2X6, SECURE TO BLOCK WK2) V4' TAPCONS (MN. SWANK SIZE J45 MIN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN S• OF EACH END 4 b' OL. MAX SPACING. 2X& 1=1 SECURE TO BLOCK WW2) V4' TAPOONS MN SNACK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 1 1/4.) WITHIN S• OF EACH END 4 b' O.C. MAX SPACRW. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROJCaH NON-STRUCTURAL 3A6' TAPCON MN I-V4' EMBEDMENT INTO BLOCK L-3 S' CHU V2' DRYWALL ❑ MX4' P.T. NAILER 1�1 1' P.T. X 4• HN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" /1AIND011 TO BLOCK +3 3/4" n MAR 1 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86.2628 FAX: 8134186-2802 I81:lmly. de LOOT SILVERADO LOT #13 BLK 15 PR.OJZCT# 7 .0 - mol?2795- D GARAGE SWING: LEFT PAGE: DETAILS V. 150 APH IQ v PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VE 5 DE ON EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 1147361 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/20ZI 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z131/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 23904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/32/2021 20531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/32/2023 32502.2 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - Z020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SUDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-115 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1Z/31/2024 15353-115 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 22/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-116 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'4' SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/Z024 15216418 OWENS CORNING - RHINO UZO ROOFING UNDERLAYMENT 2020 FBCR 22/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265-115 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020(7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/25/2021 :L"l N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 OW2628 IIN FAX: 8138862802 I UDDIV. a. LoT S ILVERADO LOT #13 BLK #15 PRC/Jmmip r03719.001-13151 mopal, 2795- D GARAGE BWDM: LEFT PAGa: PRODUCT APPROVAL LISTING 150 MPH-EXP. B PREFORMED CONTROL JONT FLANGE OF CONTROL JONT6 Td BE WIRED TIED TO LATH • 9' Or— MAX (VERT1 ¢lGTF.I. DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLED III/ SECURE"AY 15E USED TO TEMP. JONT DURNf INSTALLATION —\ FASTENERS TO BE SPACED7 • T Or —MAX VERTKALLY 1 / \ PLC 3 COAT CEMENT WIGS LAYER 4. PORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED �T (VERTJ OG hIAX AT SUPPORTS UM LAYER •L STUCCO WRAP HOOD S1EATMNG LATH SMALL NOT BE COMNIlOUIS v ro G• r• ro r THROUGH CONTROL MR nR JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. 6' TO 8• FROM CONTROL JOINT IL EN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR\ STRUCTURAL 6TUD STAPLES IN COMPLIANCE W/ ASTM CI0113 2. WIRE TES TO BE (NO. IS) 00416• SINGE 3. ISLOCKFYs SHOWN MAY BE IN ADDITION/ TO WALL STUDS REGUIRED PER PLAN O"M" TYPE CONTROL JOINT OLR7LD iW1�.Fr.♦ ®F«-o OI. FOLD RIIMRD . Fr. A 7. CASK r FT.6 R OMAN•R.0 ® ®row sfv � .rr ¢at. OL/OLD ll Y . PT, A 7. GIRAGIN . R. O ooLo 46 ® l RTLD NNI� . Ff. A X CR AIG . Fr. D I, CRlAG! . FT. c 4 FOLD R. C OVGR Fr. e TILL M. C TOLL M Soma+ I L.NGe M RA"�PLAWA WTGR nUHr ORAL 1'OI.D. Qa rn1 ort. j• THICK 3 COAT CEMENT PLASTER (RAIN F1. 7 COAT CB'BR RAGYM (CM WIND LAYER 4, FORrB78eR BWLDNG PAPER nwaee OILY) U® LAYER at STUCCO IPA (P^"&LY) KAGNM(SIR ill i/TM.L of lLAGIIDI6 AT DOROH O ROC.' WALL NIIICltl NBTALL FASTENERS (CLIPS; NOTE, STRAPS, STAPLE$) AS APPROVED BUd INS WRAP REQUIRED TO SECURE SMALL BE LAPPED A MNRV7 OF PIPE/ WIRE TO FRM7146 6' • VERTICAL LAPS (ROLL WillLATER •L ENDS) 4 6' G MOR1tOMAL LAPS. STUCCO S71Y.: OD WRAP ALL SEAMS NEED TO DE TAPED LATH VERTICAL LAP TO BE I' WITH FORTIBER SMEATMNG TAPE UR6 LAYER 4, FORTPIBEI! BUILDING PAPER / \ METAL LATH 6 .6' SELF-ADFERRYa MEMBRANE / \ FLASHING OVER SELF -ADHERING M' 10RAiE FLAOMNG OVER APPROVED / r nN LIP • rerAL uru \ MOUSE WRAP. t0 EXTEND ONTO PIPE 414' SELF-ADHERNG MEMBRANE X X X FLASHING OVER APPROVED HOUSE YAGAP. HOUSE FLASHING TO EX70.ID ONTO PIPE FETAL LATH J' TWM 3 COAT CEMENT +i' CONT. BEAD OF SEALANT Will LAYER 4, I STUCCO WRAP PLASTER INSTALL APPRED OVHOUBlUIGAP AIR METAL LATH INFILTRATION BARRIER OVER r• nN PAP[R LAP OG Y / I RT UM LAYER •2, FO"WR 6HEATHINYA IN F"� BUILDING PAPER ELA6TOME WC COATING OVER 6TUCC0/ BUILDING PAPEFDRTSS R \ / I WRD LAYER'I, C.V. FINISH (SEE TYP WALL 8ECTICl V STUCCO U.RAP U1OOD 6NEAT"W. SECTION PER SECTION Beedo aM n iiamrkillin ruse of po- mment piaslx po"a' ahall SR app"caion roduirerten� of ASTM C 92E-18E. '".com nt of r reN uT" LAP, 4' OKR Inafallation and fria9., ro-TAPER—LAR SCALE, I IR'•I'-0' ALL LM y with M C 1 ahall comply `)� ASTM C 1083-19R, or ASTM 1T87. ® KIC KO UT DETAIL m S SIDE LAPS OF METAL PLASTER BASED SHALL BE SECURED TO FRAMNCs MEMIDERS. THEY SMALL BE TIED UTH 0,0415-K (121414) URE AT INTERVALS NOT MORE THAN 9' (27S-MIA AS PER ASTM CI063. NOTE, FOR REPAIR OF TEARS IN WIGS LAYERS TEARS MAY BE PATCHED W UYHOE UE4P TAPE PER MANF. SPEC, OR PEE. A STICK WOOD STUDS SHEATHING BUILDING PAPER r• MN LAP STUCCO 11' L4P HORIZONTAL LATH & PAPER DETAIL APPROVED HOUSE UAl FLASH IYa TO EXTEND ONTO PIFlE 1. OR LEM PIPE CUT WOOD SHEATHING OR CMU WR5 LAYER 'I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFNJAL- SCREED z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) — CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. STEP 01 N.T.S. 9• 910 STEP 02 10 145NIN 6•xb' SELF-ADFEIGRi9 MEMBRANE FLASMNG (COMPATBLE W/ HOUSE UAGAP MATERIAL) OVER 4ic4' SELF -ADHERING MEi10RA E R.ASMING OVER APPROVED HOUSE WRAP. �ATIIMING ro E1eTsb oNTO PIPE CLIT AND OVERLAP ONE DIRE OF SELF -ADHERING MEMBRANE FLASHING DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — ------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / A5TM C-84-I-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6076 FAX: 407-774.4078 wwwabdeslgngmup.com AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: $134386-2628 FAX: 813S862802 SU13DIV►. Sc L.OT: SILVERADO LOT #13 BLK #15 E PROJCTp 03719.001-13151 )I[O 1'7 795- D GARAGE SVnNG: LEFT "'WALL ASSEMBLY DETAILS 150 ^PH EXR. B ill 2VI SCALJC: 1/4"=1'-O" 1 WA1 INSTALL 6' SELF -ADHERING MEMBRAE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: i'- I. BOTTOM- 2. SIDES, 3. TOP X: VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 A8 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND 11 1 VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND I PER SECTION R7 3.7 Extwlor lathing and plas0arlm BACKER ROD I Exterior use of Portland cement plaster shall comply with the application .X requirements of ASTM C 926-18b. ! I ?C Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER -4, STUCCO WRAP rI ... HOODED VENT i' THICK, 3 COAT CEMENT ..X: PLASTER METAL LATH URB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD 814EAT14ING WRB LAYER M, STUCCO WRAP WRB LAYER 7, FORTIFIBER BUILDING PAPER WOOD — CONBTUCTION —METAL LATFI 8' CN11 VINYL CASING BEAD 6' RAISED BAND ]�• To X, MID -WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASOM111' BEFORE AMP•LYWS Z PLASHING STGYE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — ..... — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84i-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I V SELF ADHESIVE — FLASHING INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE 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 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHIN WOOD FRAMED WALL G HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :�O 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 HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD BREATHING WRB LAYER M, STUCCO WRAP UM LAYER -2, FORTINI ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRJGTURAL MEMBER • T' O,C. MAX V TO)V MID -WALL WEEP n01111 6' UDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MAaOhW HORIZONTAL WEEP SCREED (FRAME TO BLOCK,) STEP #3 1• WRB LAYER 01, STUCCO WRAP WRS LAYER M, STUCCO WRAP 9 APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING _ OVER SELF -ADHERING FLASHING OVER AF°ROVED HOUSEURAP WRB LAYER -2, FORTIFIBER BUILDING PAPER STEP #4 COATING OVER STUCCO/ G.V. FINISH ELASTOMERIC (SEE TYPICAL WALL SECTION) METAL LATH r STEM'' #5 STEF #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8135862802 SL7HDIV. ao L0T' SILVERADO LOT #13 BLK #15 PROJECT# 7 — 5 mopw_ 2795—D GARAGE SANG: LEFT PAGE: WALL ASSEMBLY DETA S 15 PH . B DP 03/02/21 SCALE: 1/4"=1'-0" SI3ETE�TT dV A2 CONSTRUCTION ia' HAT CXIANNEL' 'TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP THICK, 3 COAT C PLASTER WR® LAYER 1, STUCCO WRAP AMICO AM"-W WC-190 CUSTOM CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE: I V2'-I'-V EXT. WOOD FRAME( WALL .WRB LAYER 1, SUB -FLOOR OECKM STUCCO WRAP WRB LAYER -2, FORTIFIBER PRE-ENG'D TRUSS BUILDINGS PAPER THICK 3 COAT CEMENT WEATHER 9 BARRIER RWEE PLASTER WEATHER RESISTIVE. 6' SAP. • TOP OF WEEP SCREED 950RRIER 4 TO SHEATHING BEHIND WEEP SCREED I' THICK 3 COAT OBIENI PLASTER 4- POSITIVE DRAM SCREED METAL LATH WEEP WK)OD SHE.4THING ZC t�1 1 y" 6' SELF-ADHEREING. FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW —WRB LAYER 1, STUCCO WRAP — WRB LAYER 4, FORTIFIBER BUILDING PAPER —6' SELF-ADHEREMG FLASHING. WRAPPED • CORNER OF CANTILEVER 4' FOSITIVE DRAIN WEEP SCREED NOTE: METAL LATH: LATH TO BE PER SEGTION R1031.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFIGATIONS) 3/4 RESILIEIII .AT CHANN VINYL CASING r S/S' TYPE 'X' DRY W/TEXTURED a PAI FINISH i' THICK, 3 COAT C PLASTER VINYL CORNERVINYL CASING 11D DRIP EDGE INSTALLATION S/S' TYPE 'X' DRYWALL W/TEXTURED a PANTED FINISH i' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xI2 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER @ i' TWIM 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION Yi GAP FOR BACKER EXTERIOR GRADE ROD a SEALANT — DRY WALL I' THICK 3 OOAT CQNEmT VINYL CASING BEAD _ASTER WATER PROOFING let- -VINYL CA9I4G BEAD LAYER (2 LAYER PEE a STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER V X 3. 26 GA, GALV. PEEL a BtIGU METAL DRIP EDGE SET N FULLDED OF 6' PEEL a SEALANT. 1f' STICK • DRIP SPACE FROM DRIP EDGE 4 FACE TO TREX DECK ' Y: GAP FOR BACKER i ROD a SEALANT I k'XI is' P.T. OR SIMULATED WOOD (TREX) FILLER C:ONTMUDU6 VINYL L: NSMG BEAD WATER PROOFING Mt ,q. WEATWER RESISTIVE LAYER (2 LAYER FEEL a BARRIER 9 STICK) WRAPPED PF40M -- UIEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER* 6' PEEL a STICK • , DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF P.T. OR SIFIULATE SEALANT, Ji' MINTREX) FILLER. SPACE FROM DRIP BFACE TO TREX FOR BAOICE VINYL CASING DEAD SEALANT :3�/4 WATER PROOFING Mat LAYER (2 LAYER PEELSTICK) AYER (2 LAYER STICK) WRAPPED FROM ILIENT SALC0NY DECK TO ANNEL CANTILEVER j' THICK 3 COAT CEMENT PLASTER METAL LATH _ .-. _..__ .... __........ WOOD SHEATHING. I W/TEXIUDND BARRIER 9 a,o, FINISH WEATHER RESISTIVE PLASTER 3 COAT CEMENT IBARRIETR -2 DRAM VINYL COI@1ER BEAD W'eEP BC7QEED YNXLS�i.ABD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2"I CORNER BEAD (FASTENER 4 SPACING a l' O.G.) N CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK 7L1.11*I4 SHEATHING: 'c,ATHER RESISTIVE ARRIER 1 FANNER RESISTIVE ARRIER 4 SAF. \ -EEL 4 STICK I JVx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Ji' X 3' 26 GA CiALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JP MIN. SPACE FROM DRIP FACE TO TREX UEATFER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN C:OLUI'N SHEATHING a WOOD (TREX) FILLER CONTINUOUS Y: GAP FOR SEALANT OPT. BACKER ROD. — MODIFIED w 3/4 RESILIENT HAT C:HANJEL S/S' TYPE 'X' DRYWALL W/TEXTURED a PANTED FINISH i' THICK 3 COAT CEMENT PLASTER 6' SAP. I J6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1)J' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN RILL BED OF SEALANT, Js' MIN. SPACE FROM DRIP WATER PROOFING let LAYER (2 LAYER PEEL a STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH VINYL C:ON7NER BEAD J / (SWOON FOR CLARIFICATION OF VINYL CASINGS BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING STUCCO WOOD OR i/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WRB LAYER 1, STUCCO WRAP 2x FRAMING MEMBER SAS R3 COAT CEMENT WRB LAYER 42, FORTIF15ER � BUILDING PAPER——N, 2 1/2' FASTENED TO SHEATHING • '1. OL. MAX <,. METAL LATH }' WRB LAYER 9, 1}' THICK 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING WSELF-ADI-IERII G� METAL LATH FLASHING U1RB LAYER -2, FORTIFIBER / BUILDING PAPER !1 n n ORNER BEAD ® FRAME DRIP GAP UJINDO UJ FLANGE WRB'LAYER 1, — STUC WRAP WRB LAYER 02, FOF BUILDING PAPER — METAL LATH J' THICK 3 COAT C PLASTER WSELF-ADHERIN FLASHING DRIP GAP — WINDOW FLANGE SHEATHING UJRB LAYER "I, STUCCO UJRAP 1 UJRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH (EXPLODED >' THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN SLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774�4078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813.886-2802 WOOD SHEATHING WRB LAYER M, STUCCO WRAP _ WRS LAYER 62, 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 M, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER V2, FORTIFISER C7 BUILDING PAPER METAL LAT \ ----�� THICK, 3 COAT CEMENT PLASTER �1 _ FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW (15CF (FRAME, W/BAND) WOOD SHEATI METAL LATH LAYER WRA STUCCP WOOD SHEATHING WRB LAYER 02, FORTIP15ER BUILDING PAPER { WRB LAYER 01, }' THICK, 3 COAT CEMENT i STUCCO WRAP PLASTER � ' WRB LAYER 62, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD METAL LATH VINYLCASING BEAD i 9' THICK, 3 COAT CEMENT (EXPLODED AEw FOR PLASTER CLARITY) CASING BEAD @) RAISED 17A BAND (FRAME} SCALE: I I/Z'.I'-0' A' GAP TYP CASING BEAD TO TRIM 1?1 TRIM MEMBER . STUCCO TO SIDING TRANSITION SIDING 4ICK 3 COAT CEMENT STER AL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING —UK-= LAkTtK -I. WRB LAYER 4, STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) MOOD euEATHI G WEATHER RESISTIVE BARRIER 9 YEATHER RESISTIVE—� BARRIER 4 �X.' X T %AL ame�G-� FLMNIN6-ADNERM6 —\ STARTER STRIP—., 6' SELF -ADHERING FLASHING �j!� HERKER1HER RESISTIVE BARRER 4FbL�-AC* RING ASWC%ALV'D rETAL Z'FLASHING PaNgTgAyLK Oft I YU4 Twill P� EEr.o�. A¢ � I&4 _X_ V SW"EILATED I UI�W TRIM MF]'IBER OR APPROVED SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME ln� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) HOOD 6HEATH@G uEATHER REeuiTIVE� BARKER � WEATHER RESISTIVE —� BARBER 4 '14' X T�� 61DING--- 61 M-ASHINGS RIMY STARTER STRIP/ \ IU6ED- TRIM�MEMBET BACKER RODE FMC 6' SELF -ADHERING FLASHING WEATHER BARRIER WEATHER BARRIER r I a 1 � 1 WFATH BARB 6' MN OF, ,Z, NWv 6' SELF-ADFERING FLASHING WEATHER RESISTIVE \ BARRIER 9 TO LAP \ 6' MK ABOVE TOP \ OF 'P FLASHING 4WEATHER RESISTIVE BARRER R WEATHER RESISTIVE / BARRIER 4 �LK OR REG*TrVE R TO LAP SIDING TO STUCCO `a ® FRAME TO FRAME � � TRANSITION 1 c7 6' SRAILATED TRIM MEMBER aER RESISTIVE WER 9 FLEXIBLE PVC ER ROD) $R RESISTIVE WER 4 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH a WINDOW FRAME 2X FRAMING MEMBER WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD CASING BE�VINYL CLING (WIV FLEXIBLE PVC BACKER ROD) AYER h, STUCCO WRAP, DIED AROUND FRAMING MEMBER -F ADHESIVE FLASHING SHEATHING ELOW EXPLODED Z CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANTS . � TO WINDOW r—METAL LATH WINDOW FRAME VI I BUILDINGAWOOPETIFIBER RK WRB LAYER 61, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING (� (W/%' FLEXIBLE PVC BACKER ROMA 2X FRAMING MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 SVSDIV. & LAT SILVERADO LOT #13 BLK #15 PROJECT# 03719.001-13151 mopEl: 2795- D GARAGE SWING: LEFT PAGE. WALL ASSEMBLY DETAkLS 15 PH . B moumm CARE SHWLD M TAKEN IN NEERNG THE VEIN PROPERLY .', P PND 1P SHOWV IN M' GALVANIMD ALIGNED. VENT MPE IS SEALED IF UTLIZED NNL IN RACE USING 1-1/1' NNLS AT EACH CORNER. ROOFING CEMEM SHOIAO BF APRlE0ln A4 SHN EDGES NEAR THE FIIQNIIIAIRE THE OOOSENECKVEM OPENNO IN TE ROOF NTI RULER EDGE AND PR n THE EMIRS PEPoMETER AS RECOMMENDED IN 9EYERE W:ATFER COASTAL $U ATHI SHEATHNG. SIZE THE NT CONSTRUCTKNZONES. AINACCARD.ANCEWTHIHE CHART SHONM. IN THE EVEM A MECIMNICAL VEIN FAN IS I USED.SIZEI VEIN OPENNOIN AOCORD4IMWTII VEIN FAN MANUFACTURES RPING COHIECRCN INSTRUCnONS. W NOT CIINTO TRUSSES OR RAFTERS W@N WTONG 1HE OPENING IN 111E ROOF. RFFrmm IMERFEPoNGSHNOLENNLSAROIAO THE PERIMETER OF TIIOPENNG SO THAT THE NNANGE FL OF THE VEIN UYS FIAT TO THE ROOF ShEATHw'NO. SLIDE TTMOEP ANDSEJE FLANGES DF TIE VENT IRAND ORDER SHNGLES.ALLONTHE BOTTOM VEIN FLANGES TO UY OH THE TOP OF THE SMEK3LES. Fe-f--u� ROOF HOOD VENT DETAIL SCALE, NIS NAILING PLAYTE AT JAMES OLD-U. .SEC AP t RIPC WAD FOLD HOUSBW N AT JAMBS M SLOPE SILL R EMTEND PLASWM MN P SIELOS NLL mxxn .E FLA.SHWE, Do NOT SEAL BOTTOM FN STEP 6 STEP 7 RPE ANDOVER FLNM.E ALON FLASWM WI M. NOW OF SILL RO. MEONAMICALLY FASTEN FAKED EDDES.(CA' NAILS, STAF W MTALL OIFCW FLmWRAP AS T FLAS14M AT TM FOLD HOUSNMAP DOER . TAPE DIACONAL CUT . ACROSS HaAD Q WNDOE PLUMBING VENT DETAILS SCALE, MS STEP 8 MTALL S' WDE ADIENVE - NAMED K"IN.E PLANNN!➢ MATERIAL OVER DRIP CAP JOIN (PROTEGTO-UpAP IST-200a- - EOUWJ WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS 36 WOE VALLEY FLASHHJG 50.OR NEAYBt FELT IWOERUYMENT ASPHALT I ROOFIKN CEMEM NO FASTNERS WTHN 8' OF CEMERUNE 1RA FASiNERS IN ENDOF BRINDLE TE TI SHNWE AT LEAST TT BEYOND VALLEY LENTERDNE 'CLIPP ATO 1 COfHJE=A==OEGBEE FROM VALLEY CENTERDNE ROOF VALLEY DETAIL SCALE, NTS APPLY OGI ICU (O EQUAL) SEALANT . RLID APPLIED FLAeHPr.(LANCO WHITE -SEAL RC -SS OR EQUAL). SLOPE GILL TO EX Nam L IT IS TFE CONTACTORS FIN&FAMMIMILTY TO VERFT THE C0MPATMLITY OF ALL PRODUCTS NCL=M NOUSBYPAP. SEALANTS . SELF-AOI J FLAeMNG MATERIALS USED DLRNG COiSTRUCTIOK 2. ]INSTALL ALL MATERIALS PER MANFACnMERS WRITTEN SPC{FICATIONS NARP&r— SEALANTS MAY REACT ADVERSELY F NOT C C"PATIOM NOTE, LEAN AND SEAL JAMS TO SILL JOINTS OATH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENWG REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT Boma t IT IS THE CONTACTORS REBPgJNdLTY TO VERFY TIE COMPATIdLITY OF ALL PRODUCTS NCLUDN6 aEAL.AMS . SELF-AOMffm 6i MASHING MATERIALS usm DURSY CONSTRUCTION. 2. FLASMSI6 AT EXTERIOR WRDORIS AND DOOR OF9946 A SHALL BE INSTALLED N ACCORDANCE WITH MANFACTLVIE!S INSTALLATION INSTRUCTIONS AND APPROVED FETMOD U OF MC R103A U N ACCORDANCE WTH PENESTRATION MANJFAC.TIJIER'a MTALLATON AND PLASHM INSMICTIOT WNMW& SEALANTS MAY REACT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, MS 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE SOG4 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813-886-2802 WEEEEE� � ISRf• SVHDIV. Z LoT S ILVERADO LOT #13 BLK #15 PROJECT# 7 .0 — Mop.m. 2795—D GARAGE STaNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH E I I b 2911 DT 03/02/21 AM SCALE 1/4"=1'—O" S WA5 1 I I 1- I 1 1 I J - ------ - 2X6 SUB-BANb - W/I'x4' NOTCH g _-- _-__ ---- _--" -" _- ;✓ n END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP !11\ DRIP EDGE 1/8' TEXTURED I \ FINISH B 1 \\ / WOOD 2X6 SUB ESANDJ I 1/8 1/2' TEXTURED i \ FINISH o CMU \\ .a✓! / T/8' TEXTURED FINISH • WOOD. V2' TEXTURED FINISH • CY1U METAL LATH �{. \-WOOD SHEATHMG ] OR cm I WRB LAYER 9, STUCCO WRAP (FRAME ONLY) WRB LAYER -2, FORTIF15ER BUILDING PAPER - - (FRAME ONLY) I['_� ` ROOFING CEMENT V METAL FASCIA \ WRAP Ye' FROM \\ © FLAN B STUCCO I' FROM \ WOOD WALL a \\ \ \\ EXTERIOR WALL \\ (FRAME OR CMU) \\ a \\\ NOTE: NOTCH FOR 2X6 \ \\ SUB BAND ONLY \ ®ELEV)4TION ®iPL)4N )4 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE METAL KICK OUT `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH * CMU / 2x6 SUB -BAND W/1'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND Wl%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL SUB BAND DETAIL Ca? WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY iME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF p� DRIP EDGE MAR 2x SUB -BAND W/11 'x4' NOTCH END, WRAPPED IN PEEL s STICK ,ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 DRAFnNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813888-2802 St78DIV. de LAT: SILVERADO LOT #13 BLK #15 PROJECT# 7 0- 5 mopmr: 2795- D GARAGE STING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXE. B 4" CON SLAB S V-0" FM•16368 F I— — b 4" PVC ``.\`CHASE @i 7 O N ``\ w U 13'-2" `\\ L TE-1 % c -3 lv..� Iw % \\ r I Fm TE-1 12 N I ' I m I^ ILL 1 1.1 ^ c <V I 20'-8" N 11 I I I Iin - I I I TE-2 -5 112* 1" PVC CHASE FOR ELEC. ISLAND 8'-1D• 0'-0" TOP O0 ;? SLAB % _ _ L_TE-2 — o----TE1-----�. `V F2-30X30 4" CONC. m H; �q SLAB a lu ro Ow r1 a ��., 9._2" 5._10,l v -3 112 EXTEND FM-16X18 c _Y SLAB 1 112" i 'A 1.1 I iv 2Y-Y I m 4 I � .1 I o I � I I N in -1a 18'-70" 10 _t0 SLAB �N M-16X18 j1/2' F1-243 x 1/2" 1, FMC-16- I SLAB r-0' 9-0' r� I� m 2 4 4 1.1 1.1 a a: O a FMM=1 18 vi ILL 7' 6" -7 1/2 4 U� FM-i 1.1 y Ft-24X24 —— — — — — FM-16X18 I— — — — N 'v --- T E-1 lk L 20'-0" 9'4" Tom" 13'1" 4 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-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. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, EIINDICATES #6 BAR,NNDICATES #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 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3001) PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VWNM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 WIAIW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER VIDE CORNER BARS, SAME SIZE QUANTITY FOIII OTING SCHEDULE PROVIDEG EACH WAY. ARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG -16x18 16' CONTINUOUS 19, - (2)#Ts _ (+)0'-U' C-16x18 16' CONTINUOUS 18' - (2)#5's #5 IN CURB VARIES -24x24 [TE-1 24" 24" 12' (2) #5's (2) #5's - (-)8" BELOW G 9' SEE PLAN 9' - (1) s - (-)0'4" TE-2 8" SEE PLAN 9* - (1)#5'sC-12X12 17' CONTINUOUS 12, - () 's#51N CURB VARIES _30X30 30' 30' 12, (3)#Ss (3)#5's (-)8BELOWGRD -30X30 I 30' 1 30' 12' (3)#5's (3)#5's -)12'BELOW GRD FOUNDATION PLAN SCALE: iW' = 1'-0" \R i 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8l=. 2628 FAX:. BUBDIV ae w7 SILVERADO LOT #13 BLK 15 PROJECT* 07 - 1 MOP'EL• 2795- D GARAGE BITING: LEFT PAGE: FOUNDATION PLAN 150 ^ EAN B 30" MIN. EACH WAY T. MONOLITHIC FOOTING t Z STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED • ° - CELL SEE PLAN FOR SIZE AND Q 0- a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS - d- d SPACING REQUIREMENTS o.. m Q� UJI —OW . Lu a U OW Q FM BC _ Z 8" CMU WALL O 8" CMU WALL a CORNER BARS, SAME SIZE AS LARGER BAR I 010 Fo — - Z_ ° I IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I .. SO THAT THE STEEL REINF. IS CONTINUOUS IN w�.rlMATCH AMOUNT OF CONTINUOUS BARS I - -VARIES ° °- EXT. PORCH SLAB . SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (iSTORY) EXT. PORCH SLAB SEE SLAB SCHEDULE' TOP OF GARAGE ' -I" CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE W/ 12' ISOLATION - JOINT (WHERE < • • � 6" CHAMFER (2-STORY) 18" 4q 2q W/1/2 ISOLATION 4- CHAMFER (1STORY) �e' 6"CHAMFER(2STORY) .6 APPLICABLE) z SEE SCHEDULE 'Y5 3d' JOINT (WHERE. APPLICABLE) Z •- • EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE 2 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 scALE:3a"=r-0' 2 GSCALE:3/c'=r-0' @ ARAGE CORNER BARS DETAIL 3 SCALE: GARAGE DOOR LAP TOP PLATE A MIN, OF 48" RECESS AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT W g j LAP TO OCCUR OVER STUD OF WALL W/ PLAN W W B+ W = 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING in N W WALL W/ SYP W Sa ❑ R I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING- SINGLE BTM. PLATE _ CURB FOR j U NEW REINF. BAR O Il SECURED W/ 2- PART 12X9" WEDGE ANCHOR W/ Z' TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH i� MASONRY UNITS SET a g EPDXY. MIN. EMBED PLATE EPDXY 5-10EMBED. MIN.0 16'OC 7b• AT ELEV: Z'CAPPED GALVANIZED PIPE I j Q 8". LINO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE 0 BASE Q U FOLLOW ALL MANF. BTM AND TOP PLATE N jr SPECIFICATIONS FOR ANCHORS W/ 10d x 1 12' o = I USE AND COMMON NAILS FILL ALL U) 9 � � PREPARATION OF HOLES, DO NOT USE 10d W W cr HOLE. x 3" Q SEE SLAB SCHEDULE SECURE FLANGE TO RECESS AROUND GARAGE SLAB W/(4)1/4"X21/4" g a-Y +_a-0' > TAPCONS TOP OF SLAB .. ; DOOR OPENING QQ� 4" CHAMFER (I -STORY) 6" CHAMFER(2S70RY) EQ. EQ. SEE SCHEDULE LAP TOP PLATE A MIN. OF 48" — FOR WxD, BAR SIZE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND BAR QUANTITY LAP TO OCCUR OVER STUD OF WALL W/ PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SCALE:34"=1'-0" (W/ UPLIFT) 5 BOLLARD MONOLITHIC FOUNDATION 6 WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SCALE: 3/4"=1'-d' SCALE: 3/4"=1'-0' BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO U) UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 48" SLAB SCHEDULE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT Ar 7. STEEL REINFORCING IN GROUTED K LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND +- d-0' SPACING REQUIREMENTS [SEE TOP OF SLAB - 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z\ WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT, PLATE TO SLAB W/10d MASONRY NAIL - - PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q W 4 - • _s ° ADDITIONAL METAL Bt U CONNECTORS NOT -� EQ. EQ. EE SCHEDULE REQUIRED WHEN NO taq FOR WxD, BAR SIZE UPLIFT IS PRESENT. O 8" CMU WALL LINTEL CONT. (TYP.) NT,(TY AND BAR QUANTITY Z. +- 0'-d' 8"CMUFILINTELC O INTERIOR CURB FOUNDATION WOOD WALL 8 _ TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING SCALE: 3/4"=1'-d' (NO UPLIFT) .I' WPOURED +_ 0-0' TOP OF SLAB 2 SEE SLAB SCHEDULE a 12' DIA. SIMPSON STE12 BOLTS 3' MINIMUM EMBEDMENT INTO e'.�� "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND °�-• m CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16. O.C. VERTICALLY MAX FOUNDATION AND SLAB SEE SCHEDULE �T SEE SCHEDULE FOR WxD, BAR SIZE � /FOR WxD, BAR SIZE AND BAR QUANTITY X AND BAR QUANTITY M /I RI 8' VARIES. B' FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3' (D_,_�INNITER10R SCALE 34"=1'-d' FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) 10 scALE: 3/4"=1'-0' +C J 11 SCALE 34"=1'-0" Eo U SHOWER RECESS FOOTER 12 SCALE: 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroupxom AA ►: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813568-2802 SUDiv. de 777 SILVERADO LOT #13 BLK 15 PHROJECT# 03719.001-1151 '"EL 2795-D GARAGE BWING: LEFT PAGE: DETAILS 150 MPH E . B 3-0 8' 8" 15'-2" 22'-10" '4 26'A" 15'4" e b 4 in a 4 (V b V in e N i� e 0 4 � a N Q G f0 1� m O � n r Y co a lk a N "a '4 M lV r12" 0 pi Z N !n � -J-1 W J MAR R LLO 20 io 8'-8" 7' 10" c V-T DOWEL PLAN 1• 0• SCALE: 1/4"= 1'-0" 18'4" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdmigngmup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PH: 8134186-2628 Ikk FAX: 813-886-2802 BLJHDIV. & LAT SILVERADO LOT #13 BLK #15 P12OJECTp 7 .0 — yc '27' 2795— D GARAGE OWING: LEFT PAGE: DOWEL PLAN 150 H EXP. B TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HDOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ IV'HOOK z - n GROUTED BOND BEAM VARIES PER ELEV. •- ° Z � 5 g 0 0 a. #5 BARS a� 10' HOOK a _ L m LL Q a a g CLEAN OUT REOUtRED O 0 K m FOR INSPECTION °Q m _ 0 0'-0' FIN. FLR. O M I{+LT °�" b D -A � TIE RTICAL REBAR R .. TO HIZ ° REBAR 1()"H OOK 10' HOCK BAR SIZE 48 BAR OIA y---x- . Z W > O #3 18" #4 24" 30 CMU UNIT DIMENSIONS "rn ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BARsSIZE 48BA8RDIA i� #T 47' HORIZONTALNERTICAL HORIZONTALNERTICAL METHOD 1 #4 1 24" #5 1 30' • O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1 REINFORCING 2 REINFORCING SCALE: 3/4"=1' 0' SCALE: 3/4"=1'-0' MAR 1 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngrouPm AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORiDA 33634 PH: 813886-2628 FAX: 813886-2802 stmEr ►. ae LoT SILVERADO LOT #13 BLK #15 PROJECT# 7 — 1 aco 2'7 795— D GARAGE BIF MG: LEFT PAGE: DETAILS 150 MPH EXP. B OO DATE 03/02/21 SCALE: 1/4"=1'—O" SHEET S1.2A FRAMING NOTES: -------------------------------------------------------------- 8F16-1T/OM/1B 8F16-1T/OM/OB BF16-1T/0M/1B 1 1 1 1 0 1 1 1 1 1 `♦ I `♦ 8F16-1T/OM/1B 1 `♦ 1 ♦ t 0'-0" ♦♦ I 1 1 ♦ I 1 `♦ I 1 ♦ I ♦ I IQ `♦ I 1 c 10 `♦ �m ♦`♦ 1 I 1 1 ♦ I ♦♦ 1 , 1 I ♦rT i `♦ I 1 r 1 1 1 1 1 1 1 to 1 lQ 1 Im v 1 1" 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 I 1 I 1 1 IQ 1 1 -Ic §I' �1� ♦♦ i° 6 i `♦ ♦` it i 1 ♦ UNO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 1 ♦ , OF WALL EL. 94", UNO. 1 1 `% 1 1 ` ` ♦♦ 1 �` ,%♦ 1 � ,` ,% 1 1 1 1 ` `� ♦ 1 I 1 1 ` 1 1 ,♦♦ 1 1 ♦ 1TOM/0B 1 1 �%" 1 i 1 1 `♦ j 1 1 1 ,♦ 1 I I�♦ `♦ FH5 1 1 1 1 8F36-1T/OM/08 C 1 8F18-1T/OMIOB 8F36-1.77M 17 1 1 1 1 1 1 ♦�� L 1 - - - - - - - - - - - - - - LT-4" ---------_J L - - - - - - - - - - - LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SUE h DESCRIPTION REMARK Q (2) 2X12 O (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 (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 as (1)N5 N/A f GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA R: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813886-2802 StmDIV. ae LOT SILVERADO LOT #13 BLK #15 PROJECT# 03719.001-1 151 moprr1 2795- D GARAGE STI MG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 VFH W. B 201 i DA 'E 03/02/21 SCALE: 1/4"=1'-0" SKEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 6kg. m 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e PLACE STEEL �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �#5 TWO COURSES ARE BEAMS WITH EACH TYP. 8•k16" BOND A #5 BAR IN COURSE. m 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W! 30" LAP FOR EACH GJ� / OFCOURSE BONDEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL OB COURSE OF BOND BEAM / REINFORCINGFORTHE BOTTOM BOND BEAM S TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. L g / VERTICAL REBAR W/ 10' HOOK � �y�GG P05 fT�L BEA BOND TOP OF BEAM WW/ I #5 BAR BOND BEAM (1) \O EACH COURSE G 8x8 BOND BEAM TOP OF a W/(1)#5 BAR BOND BEAM 30" TYPICAL F =FILLED W/ GROUT -(\aG U =UNFILLED GROUT SOLID FROM 4TOPa1\� NOMINAL LINTEL TO TOP OF BOND OF OF OPENING BOND BEAM, IF FILLED LINTEL. WIDTH # OF #5'S, INRSE #5 BAR IN BOND BEAM BEAM CO UE SEE NOTE 5 A �\t 16-1 T/1�/c 8x8 PRE -CAST CONCRETE �G S fGQ� LINTEL W/ (1) #5 BAR (L2) EF NOMINAL�� e� MASONRY P� HEIGHT #OF#5'S,TOP LENGTH OF OPENING T CORNER -BAR=WIDTH S THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION IT I0 REINFORCING OF BOND BEAM THAT XFXX-1T/i MIOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1' T 1 AND XFXX- ,T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEERS INTENT SCALE: 3l4"=1'-0• TO PLAN FOR LOCATIONS AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T� LINTEL OF OPENING AND XUXX -1 T,DMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 IN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2.6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST `a 1kt OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 14') e" SLOPE FROM EACH END AND 18" 7p m O.C. MAX. MIN 1-1/4" 'L EMBEDMENT O _ 2.8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND /-4 SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7116" OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: , -0" rJ J SCALE:34'=, Y 3 SCALE: 3/4"=1'-0" L PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF_ BAR CONTINUES THROUGH LINTEL. � I >, I SINGLE #5 CORNER BAR, 30x30 TURNED UP 9 QI` G I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM III II I�8x8 MAR I CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W W WAbdesigngrouP.m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 Z813MI6-2628 813 S6-2802 1S03719.001-13 VSDIV.& LOTSILVERADO LOT #13 BLK 15 5 "'2'7 795—D GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: K ^ ^ ^ ^ ^ ^ 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO 8E CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: O SIMPSON LTA2 (8) 10d x 1 NAILS, WOOD WOOD: SIMPSON HiOA OR LGT2 W/ t0d Od x 1 1 1/ ,/2" HDG NAILS, FILL ALL HOLES. CJt n lql- Jtll Atl N II --------u- —'r--�--� --•-- u NN I CJ1 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER c CJ3T = • n �• • x u x n x n upq x n • CJ3 SCHEDULE. Mqu unx qge B• ypu qpn 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE tl 11 8 R I� N Ix N eg• p A I MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5T = _ = a x n n u a u a u u n n iB II n u n = s d CJ5 MANUFACTURER'S SPECIFICATIONS. 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS iA AH7 I 1A A ARE TO BE GALVANIZED. 1 I 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, I CONNECTERS ARE TO BE GALVANIZED. AH9 =s=a= _ = _ __ _ 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE I I CONCRETE LINTELS. AHI1 _ ��__>__�__ = =- EEC E—_--E �EEEEE=E�EE= E 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND ` J 3 CLEAR SPAN OPENINGS. — — a�Q 8. LINTELS SHALL HAVE 4" NOMINAL BEARING(4'1. AH13 Em=_ =_—z—=_—=_—_ E EEEEM=_ ammE=__ae�_ E'er 3Es 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. AH17 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED I FASTENER, ZF 72 P8S36,.177"°x27I8" LONG, WITH WASHER @ 16"O.C. AH19 - 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. AH21- 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 1 RATIONAL ANALYSIS. I I 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS AH23 =s=s=s=s=s= NOTEDOTHERNSE. ATTIC I A =__________I A°===a== _=====sF - A I I TRUSS MANUFACTURER /ENGINEER NOTES: r , — — Al _ _ _ _ _� _ _ _ _ , _ _ aJ_ -- - - ---- - 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 216 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS Al 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 Al = TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. IN MAINTAATLEASTe"FROM THE CENTER OF THE COLUMN. a L------------ A3 PREFABRICATED ROOF TRUSSES @ 24' O.C. MAX AA a c AS—=—=s=—===__�_______ A5 I I 1 I AH23A I I AH21A - L — — — — — — — — — — — — — — — — — -I AH19A- - A117D =s======22x54 ATTIC �CCE�S AH15D ====s=== _ _�_= (2)HIOA WAL� BEARING AH130 �= s J AHIlD AH9D _o D1 D, ________________ _�_____ _ _MAR cr ,A =s�1 = =s=s= FH7 FH5 1A CJ3 = n MI n _ CJ3 0 DGC = CJi CGE - - -- _ - W �h FRAMING PLAN � EGE � h M v w 'ww Ili U v y SCALE: 1 W' = l'-0" `�S 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesIgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-262838 FAX: 8186-2802 sysa><v a� LAT: SILVERADO LOT #13 BLK #15 PltOJECT# 7 1 mopmu- 2795— D GARAGE SVnNG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH 116) 1 Od x 3 j" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2, SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #2 7' x 4', 6'. 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U 1810 LES, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LES, L. 1430 LEE (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LES (2 PLY) 1 A 1 B 1 C TYPICAL TRUSS/ GIRDER CONNECTORS) SCALE: 3/4"=l'-0" 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/7' 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 DEL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. ��FLOOR TRUSS CONNECTION @ L.B.W. -* 6CALE:3/4'=''-°' (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >5/6' I' HOLE DIAMETER <2/5•D SGL. STUD OUTER 1B OF SPAN ONLY HOLE EDGE 15/8" BTM. HOLE DIAMETER PLATE <3!5•D DEL. STUD STUD NOTCHING AND BORING LIMITS SCALE: 1 1/7'=1'4I1 1/2"=1'-0" ENGINEERED WOOD TRL 24" O/C, SUBMIT SOP DRAWINGS FOR REVIEW AND APPROVAL (1)SIMPSON HETA16 TRUSS ANCHOR WITH (9) 19d x 1 }" NAILS TO GIRDER. PROVIDE 6" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12' O!C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#'22'x4', IT', W x 4'4' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SIDS J" x 2 3'TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SIDS J' x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }'x STITEN HD TO CMU AND (18) SIDE k x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LES (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE 34"="°' LSTA1220 GAUGE W/ 10dxl/2 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 W! SB" AB. WITH —r MIN. 7' EMBEDMENT TO SLAB 8 (18)16d x 2-1 /2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB ,/�GIRDER/WOOD POST CONNECTIONS J SCALE: 3!4"=1'-0" A- SIMPSON HUS28 G < 1200 LES, U < 1280 LBS W/ (1) 3W' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LES, U < 1425 LES 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 LES, U < 1810 LBS Wl (2) 3/4'w SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED 136) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 48M LES, U < 1810 LES W/ (4) 34- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LES, U < 1810 LES 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 # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENGTRUSS CONTINUOUS BOND BEAM �— TITEN 2 ANCHORS MIN. Z' COVER 8 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) FOR 1D-O' MAX (W/2X4)r lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-a' O/C —/ END WALL OR OTHER MAX., OR 2.4 BTM. CORD BRACING END TYPE CONDITION, IF 104r' O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN COMMONNAILS ATEACH CHORD BTM. CHORD BRACING INTERSECTION TVP. 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE r �SS a OR BTM. CHEDUL SCHEDULE SCHEDULE sEEFRAMINGPLANPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O 5 lr2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/JBOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD o�g LAP A MIN OF 4'4". 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. 13OLTSIJ43OLTS SHOULD NOT BE ANY °D CLOSER THAN 6" 01C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE 8®GESPACNG CENTRKSPACING A DOUBLE 2.8 12" 8" O/C 16, O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2110 UZI 8" O/C 16" O/C D DOUBLE 2x10 3/4' 8" O/C 24" O/C E DOUBLE 2x1O 3/4' 6" O/C 16, O/C F DOUBLE 2x12 3/4" 6" O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'W' BRACE SEAMS) 30'-l" TO 60'-0 (3)'X' BRACE SECURE Zx8 PT. PLATE (1) "X' BRACE @ CENTER TO ELK W! lr7' DIA. (2) 'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8' STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED - 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE 3/4"=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 THE CONNECTIOOOF TRUSSES NS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVAL NTE SUBJECT TO LATERAL LOADS DUE TO WINE) ANDITO MAR I A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134386-2802 SUHDIV. da LOT: SILVERADO LOT #13 BLK #15 PRoj=T#L 7 -13 51 xo"El: 2795- D GARAGE STUNG: LEFT PAGE: DETAILS 150 MPH &A B D 03/02/21 SCALE: 1/4-=1'-O- SI'IEET S3.1A 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'll" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2.6 PT TERMINATION — BLOCKING SECURED TO WALL W/ (6) 3/16' ° x 4 TAPCONS 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-9' DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ ff' O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O-C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN PER ELEVATION PER ELEVATION 2x4 P.T. CEILING NAILER W/ MASONRY NAILS @ 17' O.C. 1X2 FIRESTOP— W8 WOOD SCREWS x 2" LONG @ 3" O.C.; NI STAGGERED OFF CENTERLINE OFF 2x6; 314" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2. EXP. BOLT MI AT 16' O.C. AND W FROM 'M END W/ MIN 5-1/2" EMBED. u' FL�I � . NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF ffM LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 34'=1'4' PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-O" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA ANCHOR BOLT W/ 7' 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 SIMPSON H6 W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS SIMPSON H6 W/ (8)Sd COMM"" EACH END PLATE STRAPS W/ 10d x 1 1/2" HOG NAILS 2x4 BLOCKING 24" O.C. w/(2)l TOE NAILS I END TO TRU SEE SCHEDU FOR BOND BE, RE 8" CMU WA SEE PLAN R VERT. REINF WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" 2x STUDS PER PLANS FLOOR DECK NOTE- 2x4 BLOCKING @ EA BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING NAILS @ EA. END MUST NOT BREAK WITHIN 2x4 BRACE 48" O.C. w/ (5) 12tl ".. MIN. FROM 2ND. FLR. NAILS @ EA. END LINE 8d RING SHANK NAILS 4" O.C. MAX INTO BLOCKING /— 16d NAILS @ 6O.C. MAX WALL BRACING AT NOW BEARING EXT. WALL 3 SCALE: PRE-ENGINEERED WOOD ::�/FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. Fr SIMPSON HETA-16 @ 32'O.C. MAX. SECTION DETAIL (VERIFY W/ TRUSS PLAN)AT PARALLEL / PERPENDICULAR 6 PRE-ENG FLOOR TRUSSES SCALE: 3/4"=1' 0" PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) l0d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0' PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) SIMPSON DTC CLIPS WI (2) 3/16' X 1 3/4" CONCRETE SCREWS INTO CMU AT BLOCKING W/ 1/4" MAX. GAP FROM TOP OF WALL TO BOT. OF BLOCKING 2x STUDS PER PLANS 2x4 BLOCKING BETWEEN TRUSSES 2x4 CONT. W/ (4) 16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE XAtTHINGEXA'M.Sl @ TOP OF FILER TRUSS BRACE W/ (3) 12d @ EA 4'-0" O.C. ( (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO PLATE OF 2ND FLR) COVER 5 TRUSSES) FLOOR DECK 0'-0" TO 30'-0" (1)'X" BRACE 2x6 CONT. W/ (8)16d NAILS 30'-1" TO 60'-0 (3) `X" BRACE BT. OF FLOOR TRUSS II)'W BRACE @ CENTER PRE-ENG GABLE TRUSS (BT. 2X61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY STIFF SHEATHING NAILER) FROM CENTER TO END. UPRIG TS AT ALL 1X2 FIRE -STOP UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. PRE-ENGINEERED WOOD lx2, 2x WOOD FASCIA CONNECTION PER FLOOR TRUSSES (SEE SEE ARCHITECTURAL TRUSS MFG, FRAMING PLAN) 2x SECURED W/ (3) 16d ENGINEERED WOOD -SIMPSON HETAA6 GALV. COMMON NAILS. TRUSSES @ 24" O/C, EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG-D TRUSS W/ HIP RETURN SCALE 34"=1'-0 STRAP TRUSS TO PL PRE-ENG SEE SCHED. BELOW N ROOF TRUSS PER E TION PRE{NG ROOF TRUSS TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 U <9W LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO GALV. NAILS. 16d TOENAILS SLAB. SEE B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE U < 1420 LBS W/ (14) 10d BELOW FOR GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FUF17239 PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE • O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1(2" GYP. WL BD. o' AND TOP PLATE ANCHORS W/ 10d x 1 12' COMMON NAILS FILL ALL HOLES, DO NOT USE SECURE BT. PLATE TO SLAB W/ 1/7k9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH �p� TRUSS/UVOOD POST CONNECl��(7NfS p 10dx 3" EPDXY 5-1/2' EMBED. MIN. @ 16' 1 VQ 1 VU 1 Vh OC MAX. SCALE: 3/4"=1'-0" TRUSS TO POST CONNECTION aa• A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. • ! e 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4,7,3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 112" SIDS TO POST 9a gb TRUSS CONNECTION L.B.W. POST TO SLAB CONNECTION SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.eom L AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 P. 813S86-2628 FAX: 81358.2.2 sUBDIV. de LOT SILVERADO LOT #13 BLK #15 PROJECT* 7 .00 —1 1 >stoPEs: 2795—D GARAGE SIFMG: LEFT PAGE: DETAILS 150 E FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15W' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15137' STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 (1ING 6- 01;� SCREW SHANK PERBtl RING SHANK, PNEUMATIC 2 3/6' 0.113SCREW-NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR.7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6- O.C. IN FIELD ZONE 2' , 2R, 2c Ed NAILS Q 4' O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, Sr. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD Ed RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J ............ TYP. EXT. EATHING ATTACHMENT 1 I i RAFTER OR TRUSS ROOF SHEATHING HUUF bHEA I HIND LAYUU I AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 214 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16110.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING G 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ed RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` FOR STRUCTURAL ROOF #8 7' DECK SCREWS 0 6'-8" O.C. MAX EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GABLE END+` NIP ROOF .I`-�I` FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPRIG1nON SR£ TYPE SPgGNG REMARItB APRI .1- SIZE ttPE SPApNO REMgfM3 tax PT FtxBING TO MABCNPv /C1ONC. CMEHN2OE--L Nq...... LONG. 9•qG GNMGE DOOR&ICI( TO Mg30NRY1.:0lC. TgPCgJ MgSOHtY F/STE- B, ?EMBED., a•EIO q3i., t EO' EgST. ssD, x. Exr. DooRs a PT 9EE NOTE6 cgsE wRcerEDcaL a•oc STAGGERED vnNooveooca/FgstENEo INTO MgSONNTFOliO. cgRgcE000R a�ac TO Mg30NRIMp1K. FxPgN31aN3oLi teo�c ls/a•ow) O.0 (1lY py EMSEo.. a•Ero qsT. 3"EWE q3T. cg3E NnRDErFnmL e' c wNpOMtlpOpB F0.3TENED METALSTR CONTACT THIS ENGINEER FOR SPACING to Pr. sEran=.e NNL++?LONG. srgcGEREo INro MAsormloDNc MAsam "°"`. REQUIREMENTS ExT. SWING Wpi -PT-- S Q)3/169A qO WP&HER "tPPNrf FASTNFA 'ate tt?EMBED B gST.,t1R`EDGE END q3T. NG VNOD _WAL,L T TO CgdC.9lFB VY° E%PgN510N ,W WASHER BOLT xf O,C q3T., 3•Ep3E q3i. xz PT WINpwY BIKIt 0.138°PgF s x 11B' B•Ox: a'FND. pST.,tf? PT ro STEEL coL, SEE mwuHeR mGE psi. n Es NOTES 1. STAPLES 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 NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC3X33M. WAMUMAGGREGATE SIZE SHALL BE 3W, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%ALR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALLD(POSSD EDGES OF CONCRETE ARE TO BE CWIMFERED 3/4". ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PI NE NO, 2OR BETTER.Fb- 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE&ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUBSONGRWND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESNETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; 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 2D20, 7th 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP 92. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS 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 A7064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 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 REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446JA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION% AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf P 20 psf TOP CHORD w nt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -nGnconcunent #5 BAR - 30' #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 68: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 Psf w/ N. GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOW MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND DEAD LOAD SPEED =150 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBIUTY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pst, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN-RLL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -DELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm =2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WIND LOAD PRESSURES- THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.. S SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE'M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT_ MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/6' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOTEXCEED 5' d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3ISAND ASTM CW94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TAM: ALLOWED FROM WHEN WATER IS ADDED TOTHE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHAD. NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL 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 PERMWO41LY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTHAND/ORWEATHER: 1-W' FOR #6 MID SMELLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS I-iQ" FOR BEAM AND COLUMN PRMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 k FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE S, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. MAR I 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com 116. AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC- 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M"528 FAX: 813-886-2802 SU13DIV. Ae L.OT S ILVERADO LOT #13 BLK 15 PROJECT 03719-001-13151 mopzI." 2795- D OARAOE SWING: LEFT PAGE: DETAILS 150 MPH B DwR1E 03/02/21 8CAL.E: 1/4"=1'-0" SHEET SN1 4R it w al ol © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA _CH? DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 17' O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: nFTAII n J-L.Y1ANNtL FASCIA FASCIA WOOD BOARD BY OTHERS QSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @` 12" O.C. MAX (INTO NELQ OWOOD) IN J-CHANNEL SLOT i„ 2X2 WOOD BATTEN 10 IJ TAPLESINSTALLEDHRU SOFFIT AND -CHANNEL AT NAIL HEM ND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. STAPLESINSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT--[ Q3 J-CHANNEL a nFTAII F J-L;NANNtL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SEE DETAIL'A'--" SEE DETAIL'E'J `_ EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) =5i�4 *OFF=IT-' SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END ❑0 BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI BY OTHER 2-1/4" EMB. X2 WOOD BATTEN G v DETAIL B J-L:I-IAN N t L FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O SOf t INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" D MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) (D J-CHANNEL— f, DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMS. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. • •f3t j=j•sf•.•_•••••ff 13.519 s{?s is f �s•��i��s�� EAVE WIDTH •�s•}}ff s• f' .375 375 (ROOF •• iiif' .4 3.625 3.625 OVERHANG) 5 08 .0 � �Draf 12 -CONCRETE; CMU OR WOOD 12 CMU (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813886-2628 16. FAX: 813-886-2802 Sul3mv. de MT: SILVERADO LOT #13 BLK #15 PROJECT# 0 7 9.0 - MOpEL 2795- D GARAGE 8WING: LEFT PACE: SOFFIT DETAILS 150 PH W. B s . Q�L 46 0 I*