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HomeMy WebLinkAbout35996 Morse Willow Ctw 0 2 7--9--5 FOR: HOR110N tt I i IR, {� I Y rr S � ' 2 1 in"i 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -plpM BUUM�GCODE, MMg�M,, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 EEL: 813 740-9720 FAX: (813) 740-9715 7TH IMMON (fi=) -ALL LOCAL AND BiATB CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 -coxsrRlrcTloN TYPE - vB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - B -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AC AIR CONDITIONING LUM. ADL ADJUSTABLE M.C. ALE, ALTERNATE MFR. AMP. AMPERAGE MIN. BD BOARD M.T. GL CENTER ABINET LINE MT D CAB, CABINET MTL. CLG. CEILING N.T.S CLR. CLEAR O.c. CONc. CONCRETE PL . ARPE. CPT CCERAMIC TILE T P.BPH D DRYER FLY DBL. DOUBLE PLYWD. DG. DUAL GLAZED PR. DIA. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. DP DEEP R.A.G. DR, DOOR SEE. Ds. DOWNSPOUT RM, DTI. DETAIL RO. D.W. DISHWASHER S.C. FA EACH S.D. FEEV. ELEVATION S.H. EQ. EQUAL SHE. EXH, EXHAUST SHTHG. EXT EXTERIOR SHWR. F.G.TX. FIXED GLASS SIM. LUMINOUS MEDICINE CABINET' MANUFACTURER MINIMUM METAL THRESHOLD METAMOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PHONE PUSHBUTTON PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL, REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXI'DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR /B CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 06011% ADDED 150-C ENGINEERING PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-FRONT AND REAR ELEVATION "D" PG A3D-LEFT AND RIGHT ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl-DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS - PG WA6-WALL ASSEMBLY DETAILS 01/25AS ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 01/25/19 FIXED DIMENSIONS FOR STUDY AND DINING ROOM /02A REVISE SOFT CALLS IOA4A9 UPDATED LED LIGHTS PER D.R. HORTON 10/30/19 UPDATED LED DETAIL BUBBLES PER D.R. HORTON II/0SAS ADDED FOUNDATION ON GARAGE SEARING WALL a2mwm UPDATED SIMPSON CONNECTORS ILA. LISP ZIME&W ADDED 150-D ENGMEERBJG STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 SQ.FT. CALL. S 6QALK/10 REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS 03/m3/t2 BEGAN ADDING ELEVATION INTO LOT REQUESTS AND MASTER IST FLOOR LIVING 2036 50. FT. GARAGE 619 SO. FT. Q+T� 65 SO. FT. COVERED LANAI 193 SO. FT. 03/0440 SENT ROOF PACKAGE TO TRUSS ENGINEER FOR TRUSSES 3/SnO ADDED FRONT ELEVATION 'F' PER DJ2HORTON 1/I4/20 CHANGED ROOM NAMES PER D.R. HORTON 01R1/21 REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE 01/21/21 REPATHED XREFS FOR THE 2020 FBC F.G. FUELGAS SL SLIDING A.B. DESIGN GROUP, LLC. TOTAL 3,113 SO. FT. FIN. FINISH SL GL FLR. FLOOR STD SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SUNS SHEAR WALL LONGWOOD, FLORIDA 32750 FR, DR. FRENCH DOOR FIG FOOTING TEMP. SECTION TEMPERED GLASS Tel: (407) 774-6078 GA. GAUGE THK GAR. DISP. GARBAGE DISPOSAL, T.00. THICK TOP OF CURB Fax: (407) 774-4078 G.FI. GROUND-FAULTCIRcuir T.O P. INTERRUPIER T'R . LA GLGSS TYP. TOP OF PLATE TYPICAL TOP OFSIAB STRUCTURAL SHEET DESCRIPTION PG Si —FOUNDATION PLAN PG S1.IA-DETAILS GYP, BD. GYPSUM BOARD ENO. UNLESS NOTED H.B. HOSE BIB OTHERWISE 11C. HOLLOW CORE V. VAPOR PROOF HDR. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INS ULR`� INSULAHT TIONWD WOOD PG S1.2-DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDw. WI, WINDOW WRO o�Ro PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S3-FRAMING PLAN DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3.IA-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1B-DETAILS ORDER TO BUILD THIS PROJECT WED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR , PG -DETAILS S PG SDI -SOFFIT DETAILS INFORMATION) TO THE ARCHITECTI.IOR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1,s 1N WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS 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. F-A R C N I T I C T 81 Growi n 1441 N. RONALD REAAL GGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813b86-2802 IIIIIaIII aiman� SUODIV. & M7*74 SILVERADO LOT #13 BLK #16 PItOJECT# 03719.001-13161 MODEU 2795-D GARAGE SWING: RIGHT PAGE: COVER SHEET 150 PH E H GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. S(fE 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 AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES 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 A. -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. A. - 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 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/." PVC (SCHEDULE 40), INSULATED WITH '/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. 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 FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTS 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) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N I T E C T $1 6 Gamsol n l41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W ww.abdealgngrouP.mm AA 8: 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 IIVIIYIII 91YIIR113 mmm" SUDDIV. Ae L.OT: SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL.• 2795-D OARAGE SWING: RIGHT PAGE: GENERAL NOTES 15 H E JUL DARTS 07/09/21 SCALE: 1 /4"=1'- O" SHEET GN Ir��1 IF=11 o � o o o L� �1 ru i JINININNINIIoIIo "�-`;�iollollNli sow SJ3D. - o ------------------- i I GMT „ C 11 1 r !� �C f'•� ENCLOSURETEMP GLASS :� IIGLASS 0 L� 0 0 ROOM 7 �IIVImp ti BEDROOM lz-o'� i d o � Q e O i :-r - i r5OLLARO ^AS REa PER: BLDG, CODE'. •_ �J _ 1 \ / . m Rill . I\m . AiIIDI�a�Nlp i i . D . . ° m ° o :w _ . . . . _ '1 �IoIIIL Ilol�l \ EGRESS EGRESS oIININIIo o oIINN��C!1110 WallVENEER ,Ilia � ollouol ouolo � SQ.FT. CALC. S IST FLOOR LIVING 2,836 ISM FT. GARAGE 619 SQ. FT. ENTRY 65 SQ. FT. COVERED LANAI IW Iba FT. 11 TOTAL L113 SQ. FT. OOIPgEIIf AID 0.ADDID YND LOADS BARDWIDEFOMMFOR 3OBO DOIAt18 OPBdI� BOMBE ZONE AOIFNIIIDIIAO RUM MD TR'E FOOTAGE MIN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR SWING 0 5 23.4/-30.1 DR MIN. CRITERIA Srs.D. MIN. 41 5 22.I/-41.0 CRITERIA 16010 O.H.D. 112 5 205/-24.9 BASIC WIND SPEED MPH = 150 (Vult) 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. OOMFIX DAIS CM RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X6' STUDS • 16. O.C. W/ 1/2, DRYWALL SHIM AND SECURE COUNTER TOP .9 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT -)BAR REINFORCING KITCHEN C Q 4 BRACKETS AS C IS 3NECESSARY, M= I TYP. CABINET SECTION A SCALE: NTS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 11 FLOOR PLAN NOTES II - ALL DIFEN610N8 ARE FROM FACE OF T W BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE 3)P UNO. - DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. - AIR C01-PRES60R SET ON 44%44' POURED CONC. PAD, PAD BEGINS 6' FROM EDGE OF STRUCTURE. - SEE SHEET ON FOR CiENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT INTERRUPTER - ALL FULL WEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SHEAR WALLS. FLOOR PLAN SCALE: 114' . I'-C' PNING DTL. B)2'Kl . I'-0' I I C N I T I C T 8 5 GroupOL� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdealgngmupxom AA #: 0003325 III 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 �IIHIIIII BYIIIIIII� aunDIv. de I SILVERADO LOT #13 BLK 16 PROJECT* 03719.001-13161 MODEL' 2795—D GARAGE SWING: RIGHT PAGE: FLOOR PLAN 150 H E B SHINGLE HEEL I�-IGT. - V-4' BRG. HGT.o, 5' STUCCO BANDING TYP. FOAM CAP — VENEER 9'-4' ERG. HGT. 0'-0' FIN. FLR 0'-S GRADE C I .)_ moo..ono ...ail -lit FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH AREAOFATTIC = 3972 SQ. FT. NET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 3972/300 = 13.24 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1906.56 SQ. IN. MIN. REQUIREDVENTILATION = .5X 1906.56 IN UPPER PORTION OF ATTIC - 953.28 SQ. IN. OFF RIDGEVENTI LATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = EL28939 TOTAL# OF VENTS PROVIDED - 9 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WAL NO OVERHANGS INCLUDED &' LAP SIDING TYP. ___ ,CIO'-8' HEM 9'-4' BRG. HGT. W STUCCO BANDING TYP. i- FOAM CAP VENEER FLR. 0'•8 GRADE CMINJ 0W-4' BRG. HGT_ FIN. FLR D CMINJ 1 I � I I IS'X30' - I LOUVER LOUVER DTL. A SCALE: I/2 • I' STUCCO BAND I� RAISED _ \I KEYSTONE DTL. B SCALE: 1/2 * F-0' ----------------� I \I I i � I � I I I STUCCO BAND I RAISED I \r CMU TO T-4' AFF. ^ STUCCO FINISH 9 FOAM CAP ) I I I i I I I I STONE I (VENEER 0 v I I I I FIN. FLR — - - - - - - - - - - - - - - - — - II%%(,COLUMN-DTL-. A R C N I T R C T 8 6 Group LLE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 w .ebdealgngroup.wm AA #: 0003325 J pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�886-2628 FAX: 813-888-2802 SLJHDIV. Z Lo SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODICU. 2795- D GARAGE STUNG: RIGHT PAGE: FRONT & REAR MELEVATIO "D" 1 H A. B JUL W A21 PRINT 07/09/21 ACAIM.-1/4"-=-0" SHEET A2D OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 12 15 9'-4' BRIG. HGT. - 0W-4' BRe- HGT, eEl H El E as o m� 0'-0' FIN. FLR 0'-8' GR DE (MN.) -------------------------'-----'---- -------------------- LEFT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS / OFF RIDGE T OFF RIDGE VAT OFF RIDGE T 5 OFF RIDGE VENT 9'-4' BRG. HGT. -_:1 \ - HGT. F-11 I- Fr7l L-11 E: F-1 e 0'-0' FIN. FLR GRADE( I .) ---------------------'------------------- ------------'---------- - 0-8 c; RIGHT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS A R C N I T I C T S 6 Design GrouP"LLO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeaigngroup.wm AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134888-2802 �nmm�s lamp, 'A 9UDDIV. & LOT: SILVERADO LOT #13 BLK #16 PROJECT* 03719.001-13161 MODEL: 2795—D GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION "T 15 PH EXA B ELECTRICAL LEGEND SY 1. DESCRIPTION _07 STANDARD SWITCH 4 3-WAY SWITCH -WAY SWITCH 4 DIMMER SWITCH HE PUSH BUTTON DISCONNECT TTHERMOSTAT INGLE RECEPTACLE 025v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 40- EXTERIOR WATERPROOP"I RECEPTACLE (GROUND FAULT NTERUPTER) 110V QUADPLEX RECEPTACLE ® 10V D D EX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) -Q EDICATED RECEPTACLE HO LL MOUNTED LIGHT EILING MOUNTED LIGHT } DANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SO. FT.) U 15ULB LIGHT FIXTURE Ica BULB LIGHT FIXTURE 6192ma BULB LIGHT FIXTURE ' TRACK LIGHTING TTIG LIGHT WITH PULL CHAIN =-(NDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x O CESS LIGHT CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OR OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) METER (FIELD VERIFY I-Q -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) EILING MOUNTED FAN B T FAN (I CPM PER 50. FT.) JACK I-0 OKE DETECTOR (WALL MOUNTED) Q OKE DETECTOR (CEILING MOUNTED) ® / X 0 IDE DETECTOR II M t MIMES ® ILING FF0_Mfff0_5U_TLET FOR GARAGE OPENER TV V JACK •1c• SB PORT • LOCATION OF TV JACKS / PHONE OUTLETS / FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 1 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR lth EDITION C2020) 1 NEG 210.12 201� EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIS013 FBCR Ith EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Ith ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTN ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FZZ, ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2029. ith � I Eji E> 0--------------- 0 COVERED LANAI PRE -WILD i0 r BEDROOM 1 j I CLG FAN � I I I L OPT I I Q , IXTURE 11 1 I I OEI - - ------ EE / I/ PRE -WIRED ----- � ---- CLG FAN I ISE/SO/Co L------------------ 4'-0' / 4,-4, IOSD. \II\ GFI r GREAT ROOM JI �rLi DE[[pI�pG.ATEBATH 1OUTSETPRE-WIRED ICCLG FANfGFI \CFI 3 — --- ----- I I KITCHEN L `----------------y--� I_i _� MULTI—GEN �I / — — — 11 — BEDROOM I / I �---- --- DINING I r �, PRE-PL B ��'© I c0 1' I I' Ic ROOM / 1 L� J) L.T. ( I I PRE -WIRED I I I / LAUNDRY — i i t CLG FANIf I I C I I I � I I I ---- CLG FAN r i GFI PRE -WIRE i 3------- _--- I LED LIGHTING LED LIGHTING \ @ DOUBLE LAV. @ SINGLE LAV. ®SD/Co - - - - - - - - - 7 BEDROOM 2 AND 3 BATH LAUNDRY ROOM BATH MULTI—GEN SUITE I BEDROOM 3S 7UI LL -\ PRE -WIRED I I ® I / U \ CLG FAN I I PRE -WIRED i- L CLG FAN \ ) "C" AFF.4 � ....... GPI.44 LED LIGHTING LED LIGHTING LARD Imo_ All. @ SINGLE LAV. @ DOUBLE LAV. PER BLDG. 1 AS RPQ. I ` J MULTI-GEN BEDROOM BATH BATH I vP / I I CODE / I WALL MOUNTED PRovDDE 2/0 cu, 1 M CU ONO a^ coNDulr OR ®� SD�CO / / I LIGHT W/SWITCH IN i (CONDUIT 3 4/E AL, I AL CND IN CONDUIT. ATTIC El (CONDUIT TO TERMINATE ABOVE SOFFIT . OVERHANG.) v / I 3—CAR 200 AMP ELECTRICAL RISER GARAGE NOT TO SCALE. SERVICE GENERAL NOTES, SEATION a00 AP'Y' A ELECTRICAL MATERIALS AND INSTALLATIONS D�ICE DOR40 MOLT PRE -WIRED / I — SCONNECT SHALL COMPLY WITH ELECTRICAL PROVISIONS OF TT SWITCH AND D t�ILo O I i �- — — — — — — — -- THE TTH EDITION (7Ea®). LOCAL CODER, AND ELECTRIC PANEL CLG FAN / SD• 1 �\ CLG. GFI OUTLET] CLG. GFI OUTLET ALL LOCAL POWER COMPANY REGUIREMENTS. METER IN NEMA // I `\ FOR OPT. I FOR OPT. S. ALL CONDUCTORS SHALL BE TYPE TFNN/TH N 2omA/1 � ENCLOSURE / I WP \GARAGE DOOR GARAGE DOOR METER UNLESS NOTED OTHERWISE. I GPI `\ OPENER OPENER FIELD TELEM44*21 LADLE PUB. FOR ♦ VERIFY SERVICE TELEVISION BEDROOM CHIMES \\ 1 GFI IL LOC. ENTRANCE SEWAGE I IRRIGATION POWER COMPANY CliIIRBR ENTRANCE \\ 1 OUTLET TRANSFORMERCOWT I NTERSYSTEM BONDING TEMNAL AT GRADE LOW VOLTAGE CONNECTIONS 0 0 0 \\ O ' . 0 PROVIDE 1EE AMP, IC/74E VOLT, I PHASE I'4 CU SERVICE GROUND — — — — — — _ _ — 0 ' SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE COPPER RO IN a" DIA SCHEDULE EE (ASK ENCASED FOOTER STEEL PER ELECTRICALPLAN _ 211CIACONDUIT OR PILE W 9 V/0 CONDUIT t (AL) M ELECTRICAL PROVISIONS OF — — — — — — _ — — — COACH COMPANY.a" DIA SCHEDULE SE ID CONDUIT UNLESS OPT. ------- OPT. SERVICE IS FRONDED BY THE ELECTRIC FC✓CRT741 EDITION (amaE) SCALE: I/4' . I'-0' COACHGHT LIGHT COMPANY COORDINATEO D DID. THE ELECTRIC SAS" DIA X • FT LONG COPPER GLAD GROUND ROD •■! Y IT III T E 6 Design Grou LLD. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 III 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 axnnm� BLJIBDIV. de IA7`. SILVERADO LOT #13 BLK #16 1 GARAGE SAYING: ELECTRICAL PLAN A-29LAM DATE 07/09/21 sOAL.E: 1/4"=l'-O" SHEET E1 HB o 0 0 0 0 0 0 0 -- __ I I I El I I I I I I I 0 m a v I I I ------- O O ElOD 22'-2' 12'-6' I 12'-II' '-9 p I LX III 42'X II I 60' III • TUB I �I I II • a I O 100 O0 1 I � = r li I I II --- LAV. AV. C 9 I 31'-I' Tl - _______ ------- m -----� PRE -PLUMB I� L.T. • 0 I I °U I I ol - OPT KITCHEN SINK W/ L — — — — — — — _ _ - I AUTO VENT 2' VTR 2' VTR 20'-3' 2 V-9' —71 1/2 2 2' VTR 2 I I — ''I' 2 AV 2' VTR I I/2 21'-5. 2'-6' 2y g. O LAV 2' 2' VTR 1 1/2, 11Q' 1 1/2 2 INK TUB LAv ILL L.T. 3 LAv WC 2 1 1/2' �H LAV TTT 2 2, 3 2 IN AV TUB -- L - - - - - - - - - - - - - - ❑ 3 3' 2 2 --- - -- 3 2' WG SHU1R 2 5HUN2 D O = 0 4' 3 WG LAV SINK cO c 2' r L - TO 3 _ I I MAIN Q = I ° ra PLUMBING RISER r 20'-0' s � I = _ v I I I 0 p I I HB I I oo •L PLUMBING PLAN 0 0 o o ' o oo SCALE: 1/4 . I'-0' A R C H I T E C T S 1 6 Gason Lr- 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdeslgngroupxom AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 00 FAX: 813.886-2802 FMHVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 7TH 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. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND F6C 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING O C PLENUM T y AIR SUPPLY 1 1 AIR HANDLER 1 EVAP. TRAYS U, SGORIATED NICKEL BRONZE FL. PL. BRASS PLUG NOT: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT 81MPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB EXTERIOR WALL �BXI I/4' SHT. MTL. SCREWS 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB T -- REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVEO DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLOC, CODE SECTION 3012.4 HVAC DRAINS FIN. FLOOR OR WALL CONDENSER UNIT 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. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 86000 REQUIRED U[% INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC R'T' SE IN,. 817E PLAN BITE PLAN FLOOR SLAB CLEAN -OUT (TYPN NEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • F-0' A R C N IT E C T• 6 GrDus nn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 w .abdesigngroup.00m 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 �mnun� SUDDIV & LOOT SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL. 2795-D GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN V,159xMPH a H JUL 1 x 3 DANCE 07/09/21 BCAL.E: 1/4"=1'—O" SKEET M1 �¢�g�6 2X4 TOP PLATE FL PLAN q PRE-FAB TRUSS ` U2' CLCx BOARD IR' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.G. MAX FIN. FLR 2X4 WOOD STUDS S24' OC. SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (I)TYP. INT. WALL (NON—BRG.) D1 SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR WS.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYP. O.H. 5/8' GYPSUM EC OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=i'-O' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION INSULATION LJ,`1ryIV Imo— WIND WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE / STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. BD. - WOOD BASE — 0'-C' FIN. FLRh °a n W/ WINDOW OPENING n FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FECR 905.1.1. ROOF SHEATHING THICKNESS AS PER SWEET ON]. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J, 0'-0' FIN, PLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR 2020 1TWI EDITION, SECTION R301.13 AND 16095.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR T105.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D22/O TYPE II OR ASTM D456S TYPE III OR TYPE IV UNDERLAYMENT. a Wr .oR o.e ve III RPW=r._ _. OAl.) S7laL \-&A9"A0 DOOR AFPRDVAL R!a eYv TL r eY OTW M FAST1900 TO loe ROOM TRACK GRA00TB W/ N40=T APPROVAL RM 2B GAS LINE THRU BLACK I 3 GARAGE DOOR JAMBS '... D1 SCALE: 11/2'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET ON. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—l-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' cm _2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— BTIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS AX PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,..PER ELEVATION 5/0' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL .Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W9,1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 1. p e — 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160S5.1, W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r5_"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBGR W5.1.1.1 OF THE FBGR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. A R C N I T E C T! GrouL� 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.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 InIYIYV annnmz SUBDIV. de LOT SILVERADO LOT #13 BLK #16 PROJMCT# 03719.001-13161 MODEL' 2795—D GARAGE OWING: RIGHT PAGE: DETAILS 150 H QZ B rscaara 07 09 21 DATE: / / SCALE: 1/4"=l'—O" SHEET D1 TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U I/J' X S' J-BOLT W/ 4' MIL EMBEDMENT W/ 2' X 2- X LID' WASHER 4 NUT OR W/ (:) IR' X 8' ANCHOR BOLTS WASHER 4 NUt O O" 6ECUIE 2x4 TO 15LK W/ 1/4' TAPCONS 1 V2' EMBED, 8' Or- 4' END DIST, IE 1 1/2' EDGE DIST. 0 61GEb IE 2X6 GARAGE DOOR Bgml W (5) 1/2' X 6' J-BOLR BOLTS. W/ 4' MIN. EMB' X 2' X I/V WASHER 4 8. OF TOP, (1) WITHIN S, O (3)EVENLY 6PE O O NOTES: ALL ANCHOR& SHALL BE IN ACCORDANCE TO MA I FAG71UlER'S INSTALLATION INSTRUCTIONS WHERE wau MBTIRICTIONA A� MORE ATIONW NT GARAGE DOOR �1BUCK ATTACHMENT suu.ln•.r.r 8' C'IU I/2' DRYWALL ix4 P.T. OR 5/4'X4' MRL SECURE THRU FRAME 4 ❑ I*X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASW. (MIN 814A'1C SIZE .145 MIN. HEAD 8 900 E MIN. EMBEDI I-V4' WITHIN e' OF EACH El DOOR JAMB OR WINDOW 4 I6' O.G. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED t0 PLUMB JAMB (00 NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4. SECURE TO BLOCK W/ 3Ab' TAPCONS (MIN SWANK 812E J46 MIN HEAD SIZE 300 MINI. EMBEDMENT I V49 WITHIN 6' OF EACH END 4 18' O.C. MAX 6PACING. 2X6, SECURE TO BLOCK WK2)3AW TAFCONS (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END e, C1Wl 4 E' OC. MAX 8PACNG. 1/2' DRYWALL 2X8, 1=1 ❑ 1'X4. SECURE TO 15LOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. 844ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 b' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" nwIND011 TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN VOF EACH END 4 16' O.G. MAX SPACING, 2X6, SECURE TO BLOCK WK2) 3/16, TAPCONS(MIN. 614ANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END D' CMU 4 18' O.C. MAX SPACING. 1/2* DRYWALL ® ❑ SEC SECURE TO BLOCK 1'X4' W/(2) 9/I6' TAPGONB P.T. NAILER (MIN. SHANK SIZE J45 1/16' OA& X 4' MIN MIN. HEAD SIZE 3" MIL EMBEDMENT 1 1/4') DOOR CASING WITHIN VOF EACH Elm 4 IV`Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" �D�Ol1 TO BLOCK +1 15/18" 2X4 SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN VOF EACH END 4 19' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TAPCONS 3/I6' TAPCON MIN 1-1/4' (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END B' CMAI 4 B' Or- MAX 6PACING. IR'DRYWALL 7XA SECURE TO BLOCK D WK2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1,14') UT14IN 8. OP EACH BIND 4 E' OU:. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" r11fIND01/ TO BLOCK +2 1/4' 2X4: SECURE TO BLOCK W/3/16' TAPCONB (MIN SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 18. or MAX SPACING, 2X4: m SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK 612E J46 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 W OG, MAX 8PACING. 2X6. ® 2X6, I2l0 SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCGNS W/(2) 1/4' TAPCONS (MIN (MIL SWANK SITE J45 8HANK SIZE J45 MIN MIN. HEAD SIZE 300 HEAD 612E 300 MIL MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITHIN 8' OF EACH END S' C" AU WITHIN W OF EACH END IV O.C. MAX SPACING, 4 15' O.C. MAX SPACING. V cm 7X8, RE I/2' DRYWALL 2X8, In' DRYWALL SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' WI(2) 3/I6' TAPCONS P.T. NAILER WK2; I/4' TAPCONS P.T. NAILER (MIN. SWANK SIZE J45 DOOR CASING (MIN SWANK SIZE .145 MILL HEAD SIZE 300 MIN HEAD SIZE 300 1/16' 0AJ5. X 4' MIN. MIN EMBEDMENT 11/4') MIN. EMBEOMMENT 1 1/4.) WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING 4 16' O.C. MAX 4 18' O:C. MAX SPACE'. DOOR JAMB OR WINDOW 6PACW"' DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" 2X4. m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN SHANK SIZE 345 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX 6PACNG. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNROUGsH NON-STRUCTURAL W((2) 3AW TAPCON& 3A6' TAPCCN MIN. 1-114' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I I/4') WIT14IN VOF EACH END 8, C.0 4 10' O):. MAX 6PACNG. V2' DRYWALL 2X8, ® I I I'X4' SECURE TO BLOCK u P.T. NAILER WK2) SAW TAPCONS DOOR CASING (MIN SWANK SIZE J45 MIN HEAD 812E 300 MIN EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL WITHN V OF EACH END MEMBER W/(2)12d WITHIN 8' 4 ISOL. MAX OF EACH END 4 6' TO VOG. MAX &PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" �;1TrtNnnw Tn RrneTc +s^ NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" /;,1wII'UDOIf TO BLOCK +3 7/18" 2X4. m SECURE TO BLOCK W/ I/4' TAPCONS (MIN SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN d OF EACH END 4 IV O.C. MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OO. MAX SPACMG. 2XS, SECURE TO BLOCK W/(7) 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EAC4 END 4 16' OC. MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUG.14 NON-STRUCTURAL 3/16' TAPOON MIN 1-1/4' EMBEDMENT INTO BLOCK LJ` e' cm 1/2' DRYWALL I X4' P.T. NAILER I' P.T. X 4'MN. II�JI� DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" n1►INDOW TO BLOCK +3 3/4" ARC N I T E C T S GroupLT. S41 N. RONALD REAGAN BLVD. LONGWOOD, 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: 813-886-2628 FAX: 813-886-2802 �Woeo . a'UnDiv. as LAT SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL' 2795- D GARAGE SWING: RIGHT PAGE: DETAILS 15 PH FAW. B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 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 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/Z021 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 22/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD. CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'4' SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-O" 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 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 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 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM CID W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 A ItCN IT LCT8 5 GWol n. W1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 I DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 Ikk FAX: 813-886-2802 Dw 07/09/21 WCATM 1/4"=1'-0" ■3;z P D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE OWED TIED TO LATH • 9' Or— MAX (VERT).. NOTE, NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Ili' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' OL, MAX VERTICALLY j' THICK, 3 COAT CEMENT PLASTER ORB LAYER -2. FORTIPIBER BUILDING PAPER APPROVED METAL LATH FASTENED PT' (VERTJ OG. MAX AT SUPPORTS WRB LAYER'), STUCCO URAP WOOD SHEATHING LATH 8HALL NOT BE CCWNIdUCUS v To s• v ro T• THROUGH CONTROL Arta M! JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI069 PLACED FLAT MAX. 6' TO 6' FROM C40NROL \ CONTROL JOINT JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR— STRUCTURAL STUD STAPLES IN COMPLIANCE LW A6TM C1063 2. ORE TIES TO BE (NO. E100415' ORE / 3. BLOCKING $WOIW MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD MNIlslO • R. A ®�D O I--. Pr. A 2. cl#AJE . R. e 3. COWAN • M. C ® L FOLD INIIAISD • R. A �. cRKMATc • M. e 1 CREAJE • Per. c l FOLD R. C OVB! R. e TILL R. C TOIIdE6 SOTTQ'1 RYNE r I1CTTCM rL.MMNoe W,{R TnHr WEAL FOLD. 22 HIM CR. e THICK 3 COAT CEMENT PLASTER (FRA MIA la' f COAT c mmw PLASTER (CM) YARD LAYER -2, FORTIFIBER !WILDING PAPER (FRAM GNLT) UM LAYER L STUCCO WRAP(PPAMe ONLY) W" FLAJHltl ILA«NTIS (.a Nt = INSTALL FLAW AT eORQM CT ROOP s WALL Nrotolen" INSTALL FASTENERS (CLIPS; NOTE. STRAPS, STAPLES) AS APPROVED BUILDING WRAP REQUIRED TO SECURE 6HALL BE LAPPED A MINIMJ'1 OF PIPE/ ORE TO FRAMING&, E VERTICAL LAPS (ROLL URD LAYER'), ENDS) N 6' • HORIZONTAL LAPS. STUCCO WUAP ALL SEAMS NEED TO BE TAPEI--, LATH VERTICAL LAP TO BE V WITH FORTIBER 6HEATHMG TA Ulm LAYER 9, FORTIFIBER BUILDING PAPERFETAL LATH 6x6' SELF-ADHERUNG MEMBRANE FLASHING OVER 4x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED 1• 1 LAP • ISTAL LAT ND ONTO PIPE X X I 4'x4' SELF-ADFIERING MEMBRANE FLASHING OVER APPROVED _ HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE IT METAL LOTH WRD LAYER'), I j' THICK, 3 COAT CEMENT V CONT. BEAD OF SEALANTW q•'4 STUCCO WRAP I PLASTER INSTALL APPROVED HOEWRAP AIR METAL LATH INFILTRATION BARRIER OVER R LAP elLQ, —y / I WRB LAYER P2, FOR7IPIBER SHEATHING, WRB LAYER 7, FOR7IFIBER BUILDING PAPER CLASTOMERIC COATING STUCCO/ BUILDING PAPER \ / ( YEWRAP FINISH (SEE TYP WALLSSECTION) STUCCOWRIM WOOD SHEATHING SECTION ECTION E>mRlor IFINUg �nTrWYn do.maMFlastar Eatarbruse o/th th shell compty MIT a 177t ofA C 926-on requirements ofASTM C fi2B-18b. Installation of exterior lathing and framing 2 SCALE, 1 U2'.I'-0' shall comply vnN ASTM C 1063-1Ba, orASTM 1787E (4) KIC KO UT DETAIL OR VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS UT14 OD415-K (UI-MM) UPS AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. FOFRRREPAIR OF TEARS M WRB LAYERS, TEARS MAY BE PATCHED W410USE WRAP TAPE PER MANIF. SPEC. OR PEEL 4 STICK WOOD BFEATI BUILDII PAPEF STUCCI 1*c*1z? �91z0W.11mOf.%9 ra _ .� _ 4'x4' SELF-ADHERNG MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WWP MATERIAL) OVER APPROVED MOUSE WRAP. I' OR LESS PIPE PENETRATION GUT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALv. METAL FLASHING E (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, iL INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. V. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER #2 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO WXW OELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATE RAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE 61DE OF SELF -ADHERING MEMDRAff PLASMING x—X—X—x WOOD OR 111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-641-14a, MIN, 2.5 L55- PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A E C N I T E C T 6 GrouS L� iwY Lr LONGWOOD, FL 32750 PH: 401-7744078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81348E-2628 FAX: 81348E-2802 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: X. I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE BET IN BED ..I• - OF SEALANT AT TOP AND y BIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT i WATER AWAY FROM JOINTS. �I Xa E-Z BEAD ALL AROUND �?It; VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.y+' CAULKING 0 JOINT ALL AROUND I I PER SECTION R703.7 Extgrlor lathing and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application I "x. requirements of ASTM C 926-18b. f X Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, ' or ASTM 1787. WRD LAYER fl, STUCCO WRAP X. HOODED VENT THICK, 3 COAT CEMENT I. PLASTER METAL LATH WRB LAYER 02, FORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER = CONBTUCTION METAL LATH e' CMU VINYL CASING DEAD 6' RAISED BAND V TO JI' MID -WALL n�e�e ar-Wean 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND - DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 71/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM C-64-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANLIF. SPECS.) BUILDING PAPE UNDER 'QUICK FLASI A VENT PENETRATION t1 SCALE: N.T.S. 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 3 COAT CEMENT Ye' TO Ye' MID -WALL WEEP SCREED WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING a awl WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM 7R 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 WOOD SHEATHING WRB LAYER M, STUCCO WRAP UIR6 LAYER 4, FORTIFIDER BUILDING PAPER METAL LATH -1/9' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX - J6, TO)q MID -WALL DEEP SCREED 6• WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK F, WRB LAYER "I, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO '. WRB LAYER •I, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING — WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP #1 STEP #2 APPROVED HOUSEWRAP BELOW WIRE, LAYER M, STUCCO WRAP GUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE TP FELT-PROvIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP Oro (9) ELECTRICAL RECEPTACLE IECBITECTE 0'4 /G%0L2Lr_ 41 N. RONALD REAGAN BLVD. LONGWOOD, 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: 8134M-2628 Ilk FAX: 813-886-2802 SVHDIV. Se TAT: 44 SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL' 2795—D GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY D TAILS 15 H EXP. B WOOD SHEATHHNG WRB LAYER 01, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER 111' HAT CHANNEL i' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP, • TOP OF WEEP SCREED TO SHEATHING BEHND WEEP SCREED I WOOD SHEATHING WIRE, LAYER 01, STUCCO WRAP - r i' THICK, 3 COAT CEMENT PLASTER _ 6' SELF-ADHEREINS. ' 1 FLASHING WRAPPED 1 •TOP OF WEEP SCREED ' TO SHEATHING BELOW 1 , WIRE, LAYER 9, STUCCO WRAP WRB LAYER n, FORNRBER BUILDING PAPER ^"� •' - ��6' SELF-ADHEREING FLASHING WRAPPED WRB LAYER 'I, • CORNER OF CANTILEVER STUCCO WRAP �v j2 n 4' POSITIVE DRAIN AMICO AMbb-WFWG-T8m I Y i IICCP fY'DCCD CUSTOM CASING BEAD -- -- NO GdP IN FIELD � !SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD ( 1 DTL. ® CANT. 1 v A SCALE: 1 1/2. • 1., EXT. WDOO FRAMED WALL BUD -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER 9 WEATHER RE616VVE BARRIER 4 ]' THICI( 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING— (6HOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) I EXTERIOR GRADE Y� GAP FOR BACKER DRY WALL ROD 4 SEALANT — T141 3 COAT CEMENT VINYL CASING BEAD PLASTER LAT CORNER DEdD vlrm � BEAD LAYER PROOFING let - LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER l2 LAYER 3' X 3. 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE '{\j\� SET IN FULL BED OF SEALANT, )S' MIN.6' PEEL D STICK •DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Ya' GAP FOR BACKER NOTE: I li-Al % P.T. OR SIMULATED ROD 8 SEALANT WOOD(TREX) FILLER METAL LATH: LATH TO BE PER SECTION CXNTI ONTINUOUS VINYL CASING BEAD R-1m3.1.1 / ,4STM C - 841-14a, MIN. 2.5 LBS. WATER PROOFING let 1 LATER !2 LAYER PEEL � WEATHER RESISTIVE BARRIER h PER SQ. YARD (UTILITY OR NOMINAL BALCONY DECKPPED FROM BALCONY DECK TO BARBER RESISTIVE CANTILEVER a'�• LATH DOES NOT MEET SPECIFICATIONS) 6' PEEL � STICK • DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP BUD FLOOR EDGE WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN PULL BED OF UIEATHER RESISTIVE I JJW 3Yi P.T. OR SIMULATE SEALANT• P MIK BARRIER -1 WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT WEATHER RESISTIVE FACE TO TREX vnNri cABING DEAD HAT CHANNEL BARRIER 14 FDI¢ DAGICE ROD 4 SEALANT WATER PROOFING [at FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 VINYL CASING BEAD �� THICK 3 COAT CEMENT PEEL ♦ STICK) 3/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT C4JANHNEL CANTILEVER k THICK 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED WOOD SHEATHING METAL LATH FINISH LL J S/S' T"BEADNO WOOD SHEATHING i' THICK 3 COAT CEMENT (2) 2x12 HEADER W/TEXD UJEATHER RESISTIVE PLASTER FINISH�� BARRIER '1 WEATHER RESISTIVE PLTAOTENT VINYL CORNER BEAD 4' POSITIVE DRAIN I WEEP BGREED YINYL 4D.'4pRROSIERjVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD VINYL NO GAP IN FIELD (SHOUN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION O11D DRIP EDGE INSTALLATION 5/S' TYPE 'X' DRYWALL W/TEXTURED , PANTED FINISH — J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER 'I -WEATHER RESISTIVE BARRIER 12 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN IICCP At'OCCr] NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @aRIP EDGE INSTALLATION )CUMIN SHEATHING EATHER RESISTIVE AR�RIER 'I 'ATTER RESISTIVE ARRIER 12 SAP. \ -EEL a ST `CK I YaN3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )S' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JS' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER M UJEAT14ER RESISTIVE BARRIER 12 ° EXTERIOR COLUMN COLUMN SHEATHING LEGEND a STICK 6' SAF. \PEEL I )6'x3' 'L' FLASHING SUB FLOOR FULLY EMBEDDED IN ® ROOF CEMENT I JS' X 3' 26 GA. GALV. ..- METAL DRIP EDGE 11S'XI 15' P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER SEALANT, Y)' MIN. CONTINUOUS SPACE PROM DRIP i'a' GAP FOR SEALANT FACE TO TREX VINYL CABINS. BEAD OPT. BACKER ROD. WATER PROOFING lot MODIFIED W LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED PANTED WOOD SHEATHING FINISH ]' THICK 3 COAT CEMENT 4' POSITIVE DRAIN IICCP-_ 4F1'] PLASTER ---' �'--- VINYL CORNER BEAD ISHO)!N FOR CLARIFICATION OF VINYL CASNG BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) r- DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER '"2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 2 I/2' CORNER BEdD FASTENED TO SHEATHING • 1' O.C. MAX. C j! WRB LAYER M, STUCCO WRAP �s WOOD SHEATHING METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER 14A CORNER BEAD 0 FRAME 2 1/2" k CORNER 5EAD (FASTENER 4 SPACING A "I" O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C) BLOCK WRB LAYER h, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING K---TI'ix- 4 WINDOW FLANGE WRB LAY( BUILDING METAL L< J' THICK, PLASTER WSELF-, FLASH114 DRIP C, WINDOW , 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) x—x—x—X SHEATHING WRB LAYER 01, ! STUCCO WRAP 1 WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED I' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) A R C N I T R C T E 6 GDe E �T LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com ` AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543E BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 813-886-2802 �uniiuw 9YIIIIRIB EtvaDIV. 8c LOT SILVERADO LOT #13 BLK #16 (GARAGE WALL ASSEMBLY DETAILS rega�a- 07/09/21 S /CCALE: 1 /4"=1' — 0" SHEET WA3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH II J' THICK, 3 COAT CEMENT PLASTER VSELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WIRE, LAYER "I, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 12, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER C BUILDING PAPER METAL LATH\' a' THICK, 3 COAT CEMENT PLASTER FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C� WINDOW 15C (FRAME, W/BAND) METAL LATH , STUCCOYWRAER P WOOD SHEATHING WRB LAYER 112, FORTIF15ER BUILDING PAPER i r i WRB LAYER 01, THICK, 3 COAT CEMENT t STUCCO WRAP PLASTER WRB LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD i METAL LATH THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD 0 RAISED 17 A BAND (FRAME) SCALE: I I/2'.I'-0' Y.' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM a STUCCO TO SIDING TRANSITION SIDING STUCCO J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP \-- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CGNSTRUCTJE V— BEYOND WOOD SHEATHING WEATHER RESISTIV SAIMER 'I / UEATHER RESISTIV/ 4f / \ CARRIER \ �rj�((,� X l LAP 81D/ V W76' REVEAL /' `FLA6NM GHERM6 I FLA�6H4MG� 0 WEAKER RESISTIVE BARQIER'I ATI THIEER STARTER STRIP Q RESISTIVE oft \ DNERING y FL SWING GALV'D METAL GALV'D METAL 'I' FLASNM6 'I' FLASHING . 1. WOOD TRIM MEMBER \ 'Yy' xD6 I E°r' EDR ITRIM \ ` GAP #/CAULKING OR APPROVED SEALANT \ - SLX6RSASRYi SIDING TO STUCCO 0�2 ® BLOCK TO FRAME 9A TRANSITION -- NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-841-14d, MIN. 2.5 LBS, PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRICTION BEYOND WOOD 64EATHING— WEATHER PM61STlYE A/ BARRIER 9 BARRIER �616TIYE XX 1)," L SIDING I Q 1 AL PL SHfI 4 DHERMG PLY ASHING - STARTER STRIP DO NOT CAULK OR OEAL.QPEClItlOr. GALV'D METAL ��� ' WEATH 'I' FLASHING BARB I Y' X 6' SIMULATED 6' MM. u boD TRIM MEMCER OF E-Z DEAD VINYL CASING ` (WAS' FLEXIBLE PVC \ BACKER ROD) \ i 6' SELF-ADHERNG FLASHING \ 1 ' THICK 3 C 2T r PLA6 � U.EATII R RE618iIVE SARRER -1 WEATHER RE616TIYE BARRIER 7 V SELF -ADHERING �- FLASHING WEATHER RESISTIVE \ BARRIER 'I TO LAP 6' MIN. ABOVE TOP 1 OF Z FLASHING �-WEATNER RESISTIVE BARIIER'I �- WEATHER RESISTIVE / BARRIER Q �MM 8F 8R WEATHER W616TIVE BARRIER -1 (Wf%* FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \--ATHERRE616TIVE FRAME TO FRAME BARBER a �� TRANSITION 1� LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH a. WINDOW FRAME _,_, ....._.. WRB LAYER 02, FORTIFIBER Tf/ BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER V SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ------------------------------ ------------------------------------ ---------------------------------------------- Y4' GAP TYP THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT 1 . / . TO WINDOW METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP \�:6' WIDE PEEL 4 STICK WINDOW FLANGE OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER 'APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP EZ BEAD WINDOW CASING) I R C N I T E C T 5 6 Grou02. i— N. KUNALU ncAMAN eLVU. LONGWOOD, 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: 813A86-2628 FAX: 8134386-2802 ���aIINN momill SXMDrv. se LOT: SILVERADO LOT #13 BLK 16 PROJECT* 03719.001-13161 MODEL. 2795-D GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 VM EXP.tV of JUL 113 DAATTE: 07/09/21 SCALE: 1/4"=1'—O" SHEET WA4 A R C N I T E C T t AVABAINE S® moumme A',6-m 10' CARE SHOULD SE TARN IN KEEPING THE VENT PROPERLY ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOMM IN P GALVANRED USING 1-1/A- NNLS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE CUT OUTTHEOOOSENECKVENTOPENINGINTHEROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE VATH THE CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTIORZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE MATH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOTCUT INTO TRUSSES OR RAFTERS VMEN CUTTNG TE OPENING IN THE ROOF. �T RE�IAOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING ETANGE OF THE VENT LAYS FUIT TO THE ROOF SHEATHING. SUDS THE TOP AND SIDE FUk ES OF THE VENT UP AND UNDER MVENT FLANGES TO UV ON THWLEE FTHESTHGLES, THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL SCALE. NTS EMPORARILY OLD -UP N SECURE \ OUSE~ (OR CUT HDUSEURAPUCK FLAP INDEIU AT 45' ANGLEt HEAD MODIFIED •I. OUT IN HOUSBIRAP LMe aF wMDowOPCNNGFOLD 111 HouSNRAPN AT JABS N SILL APPROVED HWEEIWIPOVER GMATHNG OVER W 6Tuo WALLELOPE GILL RO. TO EXTERIOR ST STEP 2 MOLDED AROUND BASE OF PIPE AND OVER "NOE ALIGN FLASHMG V INT. EDGE OF SILL KO. MECIWaCALLr FASTEN FANNED EDGES.(CAP MALE, STAPLES) NETALL DUPONT PLIDQ~ AS TH R-AS14MG AT THE PLUMBING VENT DETAILS SCALE. NTS STEP 4 36'VdDE VALLEY FLASHING NO FASTNERS W1TAN 5UR OR HEAVIER FELT 6'OF CENTERLINE EXTRA FASTNERS IN UNGERLAYMENT END OF SHINGLE ND END SHINGLE ASPHALT I AT LEAST tY BEYOND CENTERLINE ROOFING CEMENT "CLIVALL PPED OFF _ CORNERATOOEOREES SHINGLES MIMMED 2' SACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE. NTS "TALL i' WDE AOHE8IVE BACKED PLEXIEL C FLABHMG MATERIAL OVER DRIP CAP NeTALL S' POW JOINT (°IDIECTO-WRAP APPLY SL4F-ADNEIBNG HDUBEURAP oouN . TIFF[ BT-20XL a EOUIV) r'�'dlntE RABHNG OVER DIAGCNAL CUT N ILASHNC FLASHING, M D END ACROSS HEAD OF IIH67DY OVER JOINT DAM NAILING FLANGE INSTALL S- SELF-ADMERIIS FLASHING OVER EXTEND SELP•ADHERING NAILING FLAME AT #6• �V MI 1 JAS I•C WYOYO� BRE MIN INOTALL vlNn DRIP CAP EQUAL) i �aNi ., WINDOUMCMJ JOINT, FLEXIB LE RN ASHG HIM 1• BELOW SILL IL.LXII.E PLASIHNG DO NOT SEAL BOTTOM FM STEP 6 STEP 7 "`4� STEP 8 ""� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NT5 FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-" OR EQUAL). SLOPE SILL TO EX I.I. IT 1THE CONTACTORS REEPONSIBILTY TO VERIFY THE COMPATIBRLITY OF ALL PRODUCTS WNCLUDSIG HDUSEURAP, SEALANTS A SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS YIARlE4h SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOMTS WITH DOW 1189 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTEREPAIR SCHEME SHCWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENMG SEAL INTERIOR PERIMETER CF WINDOW WITH SEALANT I. IT 16 THE CONTACTORS REBPGNSIBILTY TO VERIFY THE CO I-ATIBIL17Y OF ALL PRODUCTS NCLIIDNG SEALANTS N SELF -ADHERING FLASHING MATERIALS USED DURING`OONSTFE=ION. 2. FLASHING AT EXTERIOR WNDO M AND DOOR OPENINGS SHALL ENE INSTALLED N ACCORDANCE WITH MAIFACIURERB NSTALLATION INSTRNCTIONS AND APPROVED METHOD U OF FW M103A U IN ACCORDANCE WITH FEPE6TRAilON MANUFACTURERS INSTALLATION AND FLASIHNG, MSTR)OTNOFM. WARN@YsL SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS Grouper 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Th DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813$88-2802 81UHDIV. & L(OT: SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODET-- 2795-D GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAI 150 M2H EA r `ArR-A 07 09 21 DATE: / / SCALIE: 1/4"=1'—O" SHEET WA5 1/8' TEXTURED FINISH 0 WOOD, . oo 1/2' TEXTURED , -- /J//'_{ 2x(o SI,IB-BANb FINISH cMnJ x W/I'x4' NOTCH m i METAL LATH x x x ' / -------------------- END, WRAPPED IN # x x x x x / METAL FASCIA WRAP WOOD SHEATHING x x x x x x / PEEL 4 STICK J OR cm 1 l WRB LAYER "I, x x x x x x DRIP EDGE 1\\ STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x I I\ WRB LAYER -2, FORTIP15ER x x x x x x x x x x x x x I E -------- ---- . .. BUILDING PAPER FRAME OR CMU 1/8' TEXTURED I - — (FRAME ONLY) 1/8' \ x x x x x x x x x x x x x 1 FINISH g WOOD \\ 2x6 sue ESAND ROOFING CEMENT x x x x x x x x x x x FELT PAPER 1/2' TEXTURED 1 \ x x x x x x x x x x \ .a FINISH g CMU / \\ DRIP EDGE x x x x x x x x x x DRIP EDGE \ \ x x x x x x x x \� METAL FASCIA (REFERENCE POINT \ METAL KICK OUT x x x x x WRAP Ye' FROM \ © PLAN SET OF COMPONEY FOR WALL NTS) STUCCO, I' FROM \ x = � '" \- -- a WOOD WALL \ EXTERIOR WALL \ METAL FLASHING, WRAPPED (FRAME OR CMU) \\ MIN. Y4' ABOVE BOTTOM OF DRIP EDGE NOTE NOTCH FOR 2X6 \\ 2x SUB -BAND SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY W/%'x4' NOTCH 9 END, WRAPPED IN \ ROOF DECK (BEYOND) PEEL 4 STICK \\`\DRIP EDGE, I' OFF WALL *ROOF CEMENTROOF EDGE NOT INTO STUCCO) OMITTED FOR TEXTURED FINISH ® CLARITY `,\\\A /WOOD, I/2' TEXTURED / FINISH g CMU SUB BAND DETAIL ® WALL � / 2x6 SUB -BAND W/I'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• ®PL>'4N A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.G. MAX. 2x SUB -BAND WA�'x4' NOTCH g END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x 3 �4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY GZSO 41 N. RONALD REAGAN BLVD. LONGWOOD, 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: 813886.2628 FAX: 813-886-2802 Illalnlll annnnr SUHDIV. & LOT: SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL 2795-D GARAGE SKIING: RIGHT PAGE: WALL ASSEM Y DETAI 15Q&H 111 rAan: 07 09� 21 awTE- SCALE: 1/4"-f-0" k�-, 30'-8" 11 ( t 27' 2" 't-W . J ----- TE1— N FM-i8X18 F2.30X30 ' 10" 4'-6" 10'-4" „ 3'-2" „ 3'-2" i i4'-4„ m 1 I m F 4" CONC. W LL SLAB ~ N a F1-30X30 4" PVC H CHASE�� 5,_10„ 9,_2„ 4,1„ 1 i Q I � @J Z. *31/2" — J 1" PVC CHASE %i U r FM-16X18 EXTEND FOR ELEC. @ /�� w d I I 1 SLAB 1 1/2" T ISLAND / O I LL I it � I c? TOP OF i I SLAB / I TE-1 J I m / HI 4:3 1/2" I ILL L I 7-E1 � 12 4 f 1.1 1 I 29'4" 20'-8" I I I I I I I I -- TE-2 I I I I I I. I I -- 1 II L TE2 I I 1.1 iv 8 — — — 11 7 2'_3„ 5 *:5 1/2" Ix 1.1 c I� D 1 1/2"- iv iv 21.124X24-31/2"3'-5"C-16X18 JEX 4' CONC.LAB2'-O" 16'-0" 4 �I m #F11'111 3-0" 3'-2" " 7'-6"x $-71/2" 18 — F124X24 — — — — — — — - TE-1 --- J 7,_8" 13'-0" 9'-4" 20'-0" 50'-0" SLAB 0'-0" n 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 NTH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, DINDICATES #6 BAR, WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 616 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW16x18 16" CONTINUOUS IS, - (2)#5's FMC-16x18 16" CONTINUOUS 18" - () ,s #5 IN CURB VARIES F1-24x24 24" 24" 12" (2) #5's (2) #5's (-)8" BELOW GRID TE-1 8" SEE PLAN 8" TE-2 8" SEE PLAN 8" - (1 W, CWC-12X12 12" CONTINUOUS 12" - Mw s #5 IN CURB VARIES F1-30X30 30" 30" 12" (3) #5's (3) #5's (-)8" BELOW GRD F2.30X30 30" 30" 12" (3I #SS (3) #5's -)12"BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" ARCRITECTd1 6 Gasign s41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.eom AA #: 0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8W2628 FAX: 813-886-2802 SUDDIV. de LAT SILVERADO LOT #13 BILK #16 PROJECT# 03719.001-13161 MODEL 2795-D GARAGE SKIING: RIGHT PAGE: FOUNDATION PLAN 15 H nmP.B r&GLJN - 07 09 21 DATE: / / SCALE: 1/4"=1'—O" SHEET si 30' MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED �° CELL SEE PLAN FOR SIZE AND < a CELL SEE PLAN FOR SIZE AND I SPACING REQUIREMENTS i C SPACING REQUIREMENTS c- < < W j ¢� W ro U W - I a0 U 0_ 4 1" (� FM °: Z 8 CMU WALL O V) 8"CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR I , pril Oco io Z +- a IN FOUNDATION WITH 30" LEG EACH M +_ 0'-0" - B WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I , SO THAT THE STEEL REINF. IS CONTINUOUS ; -MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLABI SEE SLAB SCHEDULE CHAMFER (1STORY) BAR SIZE 48BAR DIA. Ildij -VARIES ' ° SEE SLAB SCHEDULE TOP OF GARAGE ° '' oI � ,a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE Wl112"ISOLATION (WHERE a (2STORV) #4 24" EXT. PORCH SLAB W/ 1/2 ISOLATION 4" CHAMFER (1-STORYCHAMFER I )°JOINT I . "`•==T77"-----• 6" CHAMFER (2-STORY)APPLICABLE) zE SCHEDULE JOINT(WHERE °_" EESCHEDULE#530'APPLICABLE) WXD, BAR SIZE„ Z ° FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR QUANTITY AND AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS 2 TO 3, PROVIDE 2 BARS), UNO #7 47' (ie. MONO-FOOTING �„�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION ` @ GARAGE SCALE 3/4"=T-°" CORNER BARS DETAIL D SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR RECESS W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP p B+ W t1 I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W! IL W > U NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 7' W U U O 0. SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH N 2" CAPPED GALVANIZED PIPE a 5 EPDXY. MIN. EMBED < I 8, UNO PLATE EPDXY 54/2" EMBED. MIN. 16" OC SIMPSON SPH4 OR SPH6 MAX. CURB FOR W/FLANGE BASE _ O FOLLOW ALL MANF. BTM AND TOP PLATE MASONRY UNITS SET 9 SPECIFICATIONS FOR U < ANCHORS W/' x 1 1; AT O = m USE AND COMMON NAILS FILL ALL112' AILL 0" 1, 0'-0" io 4" 4" PREPARATION OF HOLES, DO NOT USE 10d W HOLE. x 3" w SEE SLAB SCHEDULE SECURE FLANGE TO J Q SLAB W/(4) 114" X 2 1/4•' p U�' +pry TAPCONS Q' TOP OF SLAB - a _ RECESS AROUND GARAGE —4"CHAMFER(1-STORY) 6"CHAMFER (2-STORY) <�-a.� DOOR OPENING 4 EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL LAP TOP PLATE A MIN. OF 48'— MONOLITHIC FOUNDATION AND NAIL W/16d COMMON OBTMVERIFY HEIGHT SCALE 3/4"=l'-0' (W/ UPLIFT) 5 BOLLARD 6 LAP TO OCCURS OVER STUD OF WALL W/ PLAN SCALE: 3/4"=1' 0" SCALE: 3/4"=1' 0" 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. LAP TOP PLATE A MIN. OF 48" ADDITIONAL METAL AND NAIL W/ 16d COMMON CONNECTORS NOT NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED REQUIRED WHEN NO LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND !n UPLIFT IS PRESENT. SPACING REQUIREMENTS I W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z 0= � SEE SLAB SCHEDULE WALL W/ SYP No 2 STUDS SEE < PLANS FOR SPACING. SINGLE Q d +- 0'-0" BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL TOP OF SLAB n 16" O/C STAGGERED. ADDITIONAL METAL U -- CONNECTORS NOT m REQUIRED WHEN NO tY 0- '. UPLIFT IS PRESENT. O 8" CMU WALL G • s ° LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) EQ. EQ. SEE SCHEDULE _ - TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING FOR WXD, BAR SIZE IPOURED AND BAR QUANTITY +-0'-0" TOPOF SLAB a" Z SEE SLAB SCHEDULE lt2"DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO r. INTERIOR CURB FOUNDATION WOOD WALL i = 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND SCALE: 3/4"=1'-0' (NO UPLIFT) ° °�• CENTERED UNDERWALLAND a�� 16' O.C. VERTICALLY MAX 9 — POURED MONOLITHICALLY WITH J -- --- FOUNDATION AND SLAB SEE SCHEDULE - 4 SEE SCHEDULE FOR WXD, BAR SIZE -~� - / FOR WXD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY VARIER B' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG TO 3' 3' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE. 3/4"=1'-0" C v— SCALE: 3/4"=1'-0" i (tl GLOM. � j SHOWER RECESS FOOTER 12 SCALE: 7 "=1'-0" I, R C N I T I C T E 6 GIFouOLL. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesIpgmup.wm AA #: 0003325 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 amm�u� SUHDIV. de I.OT: SILVERADO LOT #13 BLK #16 PROJECT* 03719.001-13161 MODEL.• 2795-D GARAGE STUNG: RIGHT PAGE: DETAILS 150 MeH EA JUL D NET 07/09/21 SC E: 1/4"=1'-0" S1.1A A R C H IT E C T S Ell El T-6" 4° 8' 8" 12,_0�� °4 15' 2" iv 22'-10" 15'-4" 26'-8" a 4'_10" - o m v N N 0 fV M N r M Y a v 0 � c 0 _ v i0 n 4 r` M r v fV t0 a a a Y '4 ih M N G q 5'-4„ iD ,pp11O N V2 U/ 7 N wO �O r ib Y c 7'-10" 4'_0" DOWEL PLAN P_0 SCALE: 1/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813.886 5-28022 BIIY111113 SVSDIV. & L.OT SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL 2795-D GARAGE SWING: RIGHT PAGE: DOWEL PLAN 15 H E . B [r.ark"-s-07 09 21 DATE: / / SCALE: 1/4"=1'—O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM T' TIE VERTICAL REBAR ` VARIES PER ELEV. Z d TO HORIZONTAL REBAR 10" HOOK � - d GROUTED BOND BEAM VARIES PER ELEV. Z Q Q • la 0 0 #6 BARS 4 �� � I I. 10" HOOK J a G d ` �a•��ad o °rya ° ° 0 CLEAN OUT REQUIRED 0? m QK FOR INSPECTION O 0'-0" FIN. FLR. O •a ° TIE RREBAR � • d TO HORIZONTAL nl� � b � REBAR W/ 10" HOOK ' BAR SIZE 48 BAR DIA. 1 "0, �c ° - �''11II��'' Z W O #3 is, 30„ CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES #6 36" OFFSET METHOD CONTINUOUS 'BAR SIZE 488AR DIA. #7 42' METHOD #4 24' �/ MASONRY SYMBOLS HORIZONTALIVERTICAL HORIZONTAL/VERTICAL #5 30'. �' 3 SCALE: 3/4"=1'-0' -- REINFORCING L REINFORCING SCALE: 3/4"=1'-0' #7 42„ SCALE:3/4"=1'-0" A E C N I T E C T! 6 GZS02 141 N. RONALD REAGAN BLV LONGWOOD, 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: 813�86-2628 FAX: 8134386-2802 911R1���� SVHDM se IAT SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL• 2795- D OARAGE SWING: RIGHT PAGE: DETAILS 15VVH . H JUL ___ ` 07 09 21 DATE: SCALE: 1/4"=1'-O" SHEET s1.2A --------------------------------------------------- 1 8F76-1 T/OM/18 8F16-1T/OM/OB 1 1 1 N 1 0 1f 1m ILL 1 1 0 1 1 1 1 I FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. 1 CONCRETE TO WOOD FLOOR: 1 SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: 1 SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 1 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER 1 o SCHEDULE. 1 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 1 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 1 MANUFACTURER'S SPECIFICATIONS. 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, 1 CONNECTERS ARE TO BE GALVANIZED. 1 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE 1 CONCRETE LINTELS. 1 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 CLEAR SPAN OPENINGS. 1 B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 1 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE 1 SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE 1 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 1 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND 1 APPROVAL. 1 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES 1 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED 1 FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 1 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END HEADER SCHEDULE 1 UNLESS OTHERWISE SHOWN DIFFERENT. SIZE 3 1 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON MARK DESCRIPTION REMARK 1 RATIONAL ANALYSIS. 1 1O (2) 2X12 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. ■ 2 O (2)2X8 A 1 1 I / ♦♦♦ 1 1 4* ♦♦ UNO, PROVIDE BB1 WHERE ♦ 1 ROOF TRUSSES BEAR, TOP A 1 OF WALL EL. 9'-4", UNO. / 1 I 4* / 4*i 1 / � 1 i/ / 1 / 0 1 1 / 1 1TOMOB ❑ 1 ♦♦ I ♦ 1 I ♦♦ ♦♦ 1 FH5 / ♦♦♦ 1 1 1 1 i Y 1 i ♦1 8F36-1T/0M/0B 1 1 / 1 O 0 1 8F16-lT/0M/0B 1 I 9'-4" 1 ❑ r--- ❑ t---------t-----------y 8F36-1T/OM/1B 1 -=----a o 1 1 o f 1 0 .. 1 L-----♦-----J `----------1==-------------J LIFT BEAM PLAN SCALE: 1/4" = V-O" 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 (Psi) SIZE W'xH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID A R C N IT ICTSZ1 GroupOL,, "I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdealgngroup.eom AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: 813588-2802 BtmDIV. Ae I.OT SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL.• 2795—D GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN LANOT 15 MPH NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" m 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �\,\\AS�� �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. e"x16' IO 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJE / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. / 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. = VERTICAL REBAR W/ 10" HOOK �Q Q05 F�G� 806 DBL. BOND TOP OF BEAM W/ #5 BAR BOND BEAM / V\ pP� (1) EACH COURSE •\O� 6 8x8 BOND BEAM TOP OF • OQE�\a W/(1)#5 BAR .y: BOND BEAM 30" TYPICAL F = FILLED W/ GROUT .\Y\O� U =UNFILLED GROUT SOLID FROM TOP .p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF#5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 p 8x8 PRE -CAST CONCRETE A\X�O 16-1 T/1 O R(T MASONRY p�S(GF�FL NOMINA L�� LIN LENGTH BAR � LENGTH OF BAR =WIDTH OF P� HEIGHT # OF #5'S, TOP 0 OPENING-2" CORNER IT IS THIS ENGINEER'SIMENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX- 1T/1 WOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=1'-0 1 AND XFXX- IT,OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-O" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - iT/1 M,DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOPs. LINTEL OF OPENING AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2.4 (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 MIN 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 2x6 (MIN 2 X 3) 2-3/16 TAPCON .31K PRE -CASTOR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE -300 SILL MIN EMBEDMENT 1 1/4") 8" tFN SLOPE FROM EACH END AND 16' Ton G" O.C. MAX. MIN 1-1/4" 2" M EMBEDMENT _ 2xe (M I N 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN i6' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS `t ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE 112'=1'-0' C J J SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I SINGLE #5 CORNER A BAR, 30x3O TURNED UP Ct` f�0 I OR TURNED DOWN INTO STEEL REINF. Of P�F II / FILLED CELL BOND. BEAM 6 II I II / I u II II / II 8z8 CMU PIER G 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 7 SCALE: 3/4"=l'-0" SINGLE LINTEL, MULTIPLE OPENINGS r"AECE IT ECT81 Grou0L�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, 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: 813-886-2628 FAX: 813-88&2802 Of SVSDIV. & L.OT SILVERADO LOT #13 BLK #16 PR,oJECT# 03719.001-13161 MODEL• 2795-D GARAGE SWING: RIGHT PAGE: DETAILS 15 PH FAB FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN HALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0--0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM, CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. y r r n n r r n r r r r r , k I- n K q M ✓� c-i L� L3 'w 'w 'w w ww 'w 'w w w w 'w w 'w 'w 'w ww CA CJ3 CJ5 tU II II II II II II AID II II A II II II Il r,_JL--AIL—JI--Y_—AIL—JI--II _ CJ3T n n n if 18 Il n n n N n n u n n n n n n =�_ CJST 3.1 I AH7 I a a a aaa= __ a= a aa= a aaaaa =- aaa= a ao6i a is mm - y�AI I Ea a s a s a N a ma -Ala aaaiiiiii a aaaaa a aaaE3 a aaaaa a awe a siiiiiiiiiiiiii a a=aaa a N� a a man a aaiiiiiiS a aaaaa a aaaa a aa= a --- I I I I I I I I I I I I I ATTIC ==a==LAQQ§ I I I I I _. ....... •.________�_______�_ I I I I I I gs.sssaapssa.=.=a=a W I I ea=asses:=s��.=.s.=�e o L— J PREFABRICATED ROOF TRUSSES @24"O.C. MAX ------------- I I I I I yA I I I I L J k'Ll � pu a We U ATTIC A=CESS=======a (2)H10A (TYP (cry BEARING WALL) ==a—_�====a=======a=ate --------- 7 — =—L AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 A5 AH23A AH21A AH19A AH17D AH150 AH13D AH11D AH9D D1 D1 D1 D DGE C CGE FRAMING PLAN SCALE: 1 /4" = V-0" A I C N I T E C T 5 6 GrouOLLQ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-888-2802 00 �IIIIIINII ammm� SUBDIV. ae LOT: SILVERA'0 LOT #13 BILK 16 PROJECT* 03719.001-13161 MODEL: 2795-D GARAGE SWING: RIGHT PAGE: FRAMINfik I LA H to 0P.. A-(i) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 k' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1 SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 k' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. tx2 SECURED W/ 1Od GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 6", 8" x 4-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" Or- TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) STYPICAL TRUSS/ 1 B1" GIRDER CONNECTOR(S) SCALE:3/4"="' 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG, BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1)SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 �' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Tx 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. GIRDER TIEDOWN LGEN TWIT HE) TO WITH (4) �" x 5" TITEN HD TO CMU AND (12) BIDS (4) t' x " �' x 2 }" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS J" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }'x 57ITEN HD TO CMU AND (18) BIDS �' x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) ` TYPICAL ROOF A�29B: It �92r. GIRDER CONNECTOR(S) SCALE 34"=1'-0" LSTA12 20 GAUGE W/ 10dxl/2 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER M4 W/ 5/8" A.B. WITH AIN, 7" EMBEDMENT To SLAB & (18) 16d x 200R 216 WOOD BEARING 2-Il' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . a < 1n" GYP. WL. BD. a `` r.1GIRDER/WOOD POST CONNECTIONS �_'�FLOOR TRUSS CONNECTION @ L.B.W. -* SCALE:3/4"=V-0" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.— PLATE DEPTH 1/4°D —HOLE EDGE >5/8" -HOLE DIAMETER 2/5'0 SGL STUD It HOLE EDGE 15/8" HOLE DIAMETER < 3/5•D DBL. STUD STUD NOTCHING (—.-,,AND BORING LIMITS V SCALE: 1 to"=1'-0" NOTE: A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1260 LBS W/ (1) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV, COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101Od TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1' 0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d a EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) W' BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @CENTER TO ELK W/ 1/2" DIA. (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ REQUIRED (2) 10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. ,. lx4 BTM. CHORD BRACING 6'-O" O/C —/ —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1V-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. �-� BTM. CHORD BRACING 6 SCALE', 3W=T-0' SEDGE CENTRAL SPACING SPACING SEE SEE. CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0", 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5, IN LIEU OF HILTI PAPS SIMPSON TITEN 14' (2) PT DIA. x W MASONRY SCREWS MAY BE USED, RAM LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPACING CENTRALSPACING A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6' O/C 16" O/C F DOUBLE 2112 3/4" 6' O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3W*=l'-0" BLOCK WALL W/ GABLE END PRE-ENG'D 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 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" A R C N I T I C T E 6 Gro sO 14i N. RONALD REAGAN BLV LONGWOOD, 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:8134iM 628 Iltit FAX: 81343.E 22 SO stmDIv. & L,OT SILVERADO LOT #13 BLK #16 PROJECTtf# 03719.001-13161 MODEX. 2795-D GARAGE 8WING: RIGHT PAGE: DETAILS 0 H EA j JUL rasE: DATE: 07/09/21 SCALM: 1/4"=1'—O' BFIEET S3.1A FLOOR DECK cm 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, �� FLOOR BRACING SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUOS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/2" HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL PLYWOOD SHEATHING, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. w/ (2) 12d TRUSSES 24" O/C, TOE NAILS EA. SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL 2SIMPSON DTC CLIPS W/ () S2) SIMPX 1 DT 3/16"SEE SCHEDULE ( FOR BOND BEAM REO CONCRETE SCREWS INTO CMU AT BLOCKING W/ 1/4" 8" CMU WALL. MAX. GAP FROM 70P OF SEE PLAN FOR WALL TO BOT. OF VERT. REINF. WALL BRACING AT BLOCKING NOW BEARING EXT. WALL 3 SCALE'3/4"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d Q 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d Q 3" O.C. #8 WOOD SCREWS NOTE: TOP OF FLR TRUSS BRACE W/ (3) 12d EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG 3" O.C.; NI 2x4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING ( TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS Q EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2.6; 3/4" AS SHOWN 2x4 BRACE Q 48" O.C. w/ (5) 12tl 1'4" MIN. FROM 2ND. FLR. FLOOR DECK 0'-0" TO 30'-U' (1) "X" BRACE NAILS Q EA. END LINE 2x6 CONT. W/ (8) 16d NAILS 30'-l" TO 60'-0 (3) "X" BRACE DBL 2X8 LEDGER DBL CMU W/ GE EXP. BOLT NI 8d RING SHANK NAILS Q 4" O.C. MAX Q BT. OF FLOOR TRUSS PRE-ENG GABLE TRUSS (1) "X" BRACE Q CENTER 8" CMU WALL AT 16' O.C. AND 8" FROM INTO BLOCKING (BT. 2X6 IS FOR WALL (2) "X" BRACE DIVIDED EQUALLY 2. SUB -BAND STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5-10 EMBED. 16d NAILS Q 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-1P' HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC III 1y/4„ PER ELEVATION PER ELEVATION O 3r PLYWOOD SHEATHING, SEE Z NAILING PATTERN "ROOF/WALL/FLOOR a�x SHEATHING O¢ FASTENER SCHEDULE" PER ELEVATION N m= -Z PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. PRE-ENGINEERED WOOD 24 M PRE-ENGINEERED WOOD CONNECTION PER 2x4 P-T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE 1x2, 2x WOOD FASCIA TRUSSCTIO NAILER W/MFG FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) SEE ARCHITECTURAL MASONRY NAILS Q 12 Q.Q. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 ® 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES Q 2, " O/C, REPAIR DETAIL I F FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS IX2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16Q W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN APPROVAL 37' O.C. MAX. 2'O/C AND SECURED W/(2)12d'sQ AT TRUSSES PARALLEL (VERIFY W/ TRUSS SECTION DETAIL MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL LAN P) AT PARALLEL /PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 5 SCALE:3/4"=1'-a' PRE-ENG FLOOR TRUSSES W/ HIP RETURN SCALE:3/4"=l'-U' PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) Q 24" O.C. NO7 SHOWN FOR CLARITY) MAX 0 PER EL VATI N FOR STRAPPING 0 VERIFY RE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 8" GYPSUM BOARD OR 1/7'HIGH W/1/2"DIA.ANCHOR BOLT W/ 2" A - SIMPSON MTS12 TRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d r ECURE TRUSS TO TOP PLATE w/ (2) WOODPOSTTO STRENGTH EPDXY 6" MIN.GALV. NAILS. d TOENAILS SLAB. SEE EMBED. AT 3TOCMAXB-TSIMPSON MTS12 OUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2X8 P 7. U1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8"O.C. MAX GALV. NAILS EA. STRAP 4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• •o • SIMPSON SPH4 OR SPH6 BTM 1/7GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1R" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's Q EACH FILL ALL HOLES, DO NOT USE ,� 6. 1/Yk9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED Q 10'-0' O.C. MAX. x EPDXY 5-1/7' EMBED. MIN. Q 16" 1 Oa 10b 1 OC. OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. -• ! B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3'SDS, (115/8'° A.T.R. TO HDU4 AND (10) 14' X 2 1/2' BIDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <UA900 G5,660 W/ 5/8 DIA, x 6" EXP, BOLT $I MPSON 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/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/7' NAILS TO POST, IIII CNITECTN 6 Grosso' n 41 N. RONALD REAGAN BLV LONGW000, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.00m AA #: 0003325 DRAFTING BY: 44 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-OW2802 sUBDM de LOT44 SILVERADO LOT #13 BLK #16 PROJECT: 03719.001-13161 MODEL 2795— D GARAGE swING: RIGHT PAGE: DETAILS 0 PH XP. H • a N M IT i r T a FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15137' STRUCTURAL SHEATHING EXP 1 (32716) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd 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, 23/9' 0.113 170000 I F1667 SCREW SHANK IT RINGS PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2316' 0,113 F1667 SCREW -NAILS RSRS-01 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 Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1. Bd NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 @ Z Z O � W x0 ati 70 0 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES li RAFTER OR TRUSS ROOF SHEATHING z_ _ 0 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE W RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6'-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT GneLE. END i HIPROOF ROOF WIND DESIGN PRESSURES NET (oSoSS) ASCF 7-,s ZorvE,=-ns - ZONE i ZONE 3r= b80 ZONE b=-30.8 asTANCE sPEEo. ,6B MPH E% -TA CATEGORY'.'B' PRESSURE (COEFFICIENT'. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS IIOPTF ABONRr CONC RDENEDCOIL tYZ'LONG. B- GCE DOOR BBLCK NC. NO WASHER FASTENER BOIC as. „/Y EDGE GIST. DOORS IP. SF.E NOTE6 HARGENEOCgL 1,m LONG. 9"OIC IDOOrtI FASTENED OMASGNr,CONC. GE ODOR BUCK ASONRrKUNC. w ExPPNSIONBOLT ,6-OIC 13B'gA) o.0 n/l andIOEDGE a -EMBED I-gBT.. qST yr"", Bnn"c"TE6 cASE HgRDENEDCOIL ,000R STENED MEru STRAP To CONTACT THIS ENGINEER FOR SPACING SEE NNL, „z LONG. n'oGiRED ONRrK:ONC. MA9ONRr, OONC. REQUIREMENTS -No DOOR BUCK S PT. BEE NOTE 6 N(20)3It8'Dq. WASHER ON TNER IB aC „R"EMBED, O"Ero. DIST., I ,YY' EDGE DST. NON -BEARING WOOD WALL TO CONC. STAB 1IT° EXPANSION 2x A"EMBED, I- No BOLT EDGE DST. N PT WINDOW NOTES BUCK 0.,38°PAF x21/S' 8"aC 4"END. DST.,1112" PT TO STEEL COL,.9EE W,-ER OEREO EDGE DST. 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 NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1, MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M MAXIMUM AGGREGATE SIZE SHALL BE W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF T PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLA6S-0N-GROUND 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. BEAMS LAPPED 61NCHEAND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 POE FOR GOT 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 W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS 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 A1064/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 A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION'„ AND "BCSI 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 Pf BREVIEW. WOOD TRUSSES. 20 psf TOP CHORD-nonconcurrent TYP. MIN LAPS SHALL BE AS FOLLOWS' #4 BAR - 25" #6 BAR - 36' 10 psf BTM CHORD-Donconcurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf 70P CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psf w/ ASPHALT SHINGLES) 5 D psf w/ No GVPCRETE) HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BIN CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE ALTERNATE TAILS AT C CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR (TERN E DE DEAD LOAD 70 RESIST WIND UPLIFT: 10psf O BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 FBI 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 WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 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'. 30psf, 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 -FILL 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 -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED WILL THE CONTRACTORS PRIOR . SHOP 70 THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF 71E BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAA WINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES DEAN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY MATH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53%53M, GRADE S, TYPE E OR S. Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 I¢L. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F4- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CW94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS SATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL 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 SWILL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. X 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'. 1-1/2" FOR Ib AND SMALLER 2" FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 6 GrouSo� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeeigngroup.com ` AA#: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 3004 TAMPA, FLORIDA 33634 PH: 813586.2628 FAX: 813.886.2.2 00 ammm� W7 -PA 'FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 70 STAPLES INSTALLED - FASCIA @ 16" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL 70 STAPLES INSTALLED SOFFIT 1D HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO ® FASCIA J-CHANNEL09O WOIN J-CHANNEL L" I'm. DETAIL A FASCIA 70 STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) MAX: DETAIL D J-CHANNEL FASCIA 2X2 WOOD BATTEN 10 �STAPLESINSTALLED 70 THRU SOFFIT AND J-CH J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. SOFFIT O J-CHANNEL 3Q O STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT O3 J-CHANNEL J" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L' SPAN'L-L� SEE DETAIL'A'--*' SEE DETAIL'E" - EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN L CHANNEL03 v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS kL 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 30 J-CHANNEL }" MAX: DETAIL C J-CHANNEL BY OTHER 2-114" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q 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 CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. •i'iii ;{i;{i;{iii;{' f.i 3.519 EAVE WIDTH �>iilii '•g' _ •.>#i;f' 375 .375 (ROOF �}� • 4 3.625 3.625 3. OVERHANG) 5 \ .06 .0 12 CONCRETE; OA CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 Al V W t'/ LLC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngroup.00m AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 813-886-2802 111'1111111� $ avHDIV. & L.OT SILVERADO LOT #13 BLK #16 PROJECT# 03719.001-13161 MODEL 2795—D GARAGE SWING: RIGHT P"kFFIT DETAILS 1 0 PH XP. B j f t t