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HomeMy WebLinkAbout7154 Steer Blade Dr99 2795-U'0'�AMDEN 99 1HOR11ON``` �yaK' D�'gQ�G 0�0 -6 P\- L��`O��n'�`"�r9t�Z' \ �P �®-����� �� � �� 3 1p10 Nvo p\� 12602 TELECOM MRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Pax- (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .IWMM BURDDIO CODE, RgsM0l A4 ABV. ABOVE IAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) 8!H EDlfION (2017) • AIL LOCAL AND STA18 CODES -OCCUPANCY - RESHIENTUL, GROUP R3 :CONSTRUCTION TYPE - VB 'MDr. D+TEIuoR FINISH - cuss D • BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH _ R •1-STORY RESIDENCE Sm •2-STORY REENCE - MAIL HEIGHT AS PER LOCAL A/C AD ALT. AMP. BD, CL CAB. CLG. CLR. CONC. CPT. CPT, D. DBL. D.G. DIA. AIRCONDITIONINGM.c ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CERRVG CLEAR CONCRETE CARPET CERAMICTRE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION M.C. MFR MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESS URETREATED RISER � � CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 0645118 ADDED 150-C ENGINEERING PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Ai —FLOOR PLAN PG A2D—FRONT AND REAR ELEVATIONS "D" PG A3D—LEFT AND RIGHT ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG MI —MECHANICAL PLAN 01/2105 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 1/2SAS FIXED DIMENSIONS FOR STUDY AND DINING ROOM /men REVISE SCIFT CALCS imn4ne UPDATED LED LIGHTS PER D.R. HORTON 10/30/1% UPDATED LED DETAIL BUBBLES PER DJt HORTON WOMB ADDED FOUNDATION ON GARAGE !SEARING WALL 021MW UPDATED SIMPSON CONNECTORS LLD. USP ZIAMW ADDED 150-0 ENGINEERING AND STATE CODES DIM. DISP. DP. DR D.S. DTL. D.W. RA. ELEV. EQ. ExH. exT. P.G./FX. F.G. FIN. FLR. DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUELGAS FLOORINISH FLOOR RAD. R.A.G. REF. RM. RO. S.C. S.D. S.H. SHT. SHTHG. SBWR SIM. SL. STD. sro. RADIUS RETURN AIR REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA8—WALL ASSEMBLY DETAILS REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. SQ.FT. CALC,'S BEGAN ADDNG ELEVATION INTO LOT REGUESTS AND MASTER SENT ROOF PACKAGE TO TRUSS ENGINEER FOR TRUSSES BT FLOOR LKING 2,53Q. 6 SFT. GARAGE 619 Sa FT. ENTRY 65 60. FT. COVERED LANAI IW W. FT. TOTAL 3,113 Sa FT. 31WIV ADDED FRONT ELEVATION F' PER D.RAORTON /14/20 CHANGED ROOM NAMES PER D.R. HORTON 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 FLUOR PTO FLUORESCENT FRENCH NG COIL SWS TEMP. SHEAR WALL SECTION Tel: (407) 774-6078 GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP FCURB Fax: (407) 774-4078 G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER T.O.P. T.O.S. TOP OF PLATE TOPOF TYPICAL SLAB STRUCTURAL SHEET DESCRIPTION GL. GYP. BD. GLASS GYPSUM BOARD TYP. U.N.O. UNLESS NOTED H.B. H.C. HDR. R SUL.RHT INT. HOSE BIB HOLLOW CORE HEADER I��isULATTION NTeROR V.P. W. wo. w/DHw OTHERWISE VAPOR PROOF WASHER WITH wWATERH EATER PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER LL THE BUILDER ASSURES ALfABUdTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHTIRON PG S2—LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A—DETAILS PG S3—FRAMING PLAN IN NEED OF FURTHER DETAHJNG OR EXPLANATION IN PG S3.lA—DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1B—DETAILS PG SNl—DETAILS INFORMATION) TO THE ARCHPPECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. A I C N I T I C T t 6 Gro�sOa $41 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 4074748078 FAX: 407-774-4078 www.abd"gngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�88-2628 FAX: 813888.2802 so susDm ae LWOT: SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 MODEL: 2795- D GARAGE 8WING: RIGHT PAGE: COVER SHEET 150 PH EXP. B DPRINT 12/7/20 ATE: SCALE: 1/4"=1'—O" aHEET C1 GENERAL NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAW' INCH GYPSUM BOARD OR EQUIVALENT. 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 (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 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 & 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 ROOFWALLIFLOOR 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 6 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERROS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR 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, VT THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - Y" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1 R C N I T I C TSB 5 , Grou�L�. 41 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6073 FAX: 407-774-4078 www.abdeaigngroup.mm AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-896.2628 FAX: 8134BW2802 SILVERADO LOT #21 BLK. #13 PMJECTp 03719.000-21131 HODzu 2795-D GARAGE 8WING: RIGHT PAGE: GENERAL NOTES 15 H EXP. PRINT 12/7/20 DATE: SCAXL,E: 1/4"=1'-0" SKEET GN olio o,111u1'°�."01111111io�111u11° o. o o'p11111110 o o----------------- EGf- 1 J' JI i BEDROOM 0 ° TO i61-101 011111111111°Ilo - `''''-''+�+"��°Iio11111�10 o � LI . w GMT ROOM mI LVA �I . � I --LI _= � EDMG 0 I ROOM _ L1 ._ ,q --- o ° lot i ° o C - 8I11� ��°Ilu�o :1 0 IN _. 0 I. IN I m IN III°I� �I°III!o a1101;0 ° 0111511 .�q� tl 0 l°il°I II FLOOR PLAN NOTES II - ALL DIMENSION& ARE FROM FACE OF T %' BLOCK UTALL fOR EDGE OF FLOOR GLAD) TO FACE OF UWLL &TLC UNO. • ALL INTERIOR IUALL6 ARE 3)P UNO. DRIER VENTED THROUGH ROOF IV , NOT 6CREENED. - AIR CGMPIEBSOR GET ON 44'X44' POURED CONC. PAD. PAD BEGMS 6' FROM EDGE OF GTRUCTIRE. - GEE 81111!E1 GN FOR GENERAL AND STANDARD BUILDING NOTES, . ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER - ALL FILL FEINT BLOCK ""' 6 BETNEEN FILLED CELLS WTHOUT OPENM66 APE SWEAR WALLS. FLOOR PLAN 5CALE, 1/4' " F-0' IRRRRRRRRRRRI SQ.FT. CALL. S 15T FLOOR LIVING 2.836 SO. FT. GARAGE 619 60. FT. ENTRY 65 ba FT. COVERED LANAI 193 Sa FT. TOTAL 3,113 6a FT. ETOIAAEaAPOR�7 �C010 gBIB OP8m Imm ZONE 110WHIMED(W IBM ANOTIE FWAM MIN. WINDOW 10 5 243/-32D CRITERIA EXTERIOR SWING IS 5 23.4/-30.9 DR MIN. CRITERIA SCsD. MIN. 41 5 22.V-41ID CRITERIA 16010 034.D. 112 5 20.6/-24.9 BASIC FIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. EMSMOMW 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 ?S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCFIEN �G EIARREINFORCIN DACE C Q 4 BRACKETS AS CABINET 3 NECESSARY. 2 TYP. CABINET SECTION A SCALE, NTS PENING DTL. �)2ALE, 1/2 " i'-0' 1 R C H I T 1 C T 1 G e,SJ 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-Z628 FAX: 8134386-2802 evsar<v. ee LOT: SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 MODEZA 2795— D GARAGE 8WING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B D2W 12/7/20 8CALE: 1/4"=1'-O" 8HEET Al SHINGLE 10'-8' _ _ _ HEELEEL HGT.$— S'-4' BRG. HGT. 5' STUCCO BANDING T1 P. FOAM CAP — VENEER 0'-8' GRAD MIN. 9'-4' BRG. HGT. 0'.0' FIN. FL 0'-8 GRADE ( R_ MMEE OMNI VON 12 It � FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R-103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH AREA OF ATTIC = 3972 SO, FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SO, INCHES PER FT. (144) = 1906.56 SO, IN. MIN. REQUIRED VENTILATION = SX 1906.56 IN UPPER PORTION OF ATTIC - 953.28 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL#OF VENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - 9 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED b' LAP SIDING TYP. 10'-8' -_- H WGT 9'-4' BRG. HGT. S' STUCCO BANDING TYP. i— FOAM CAP VENEER _ 0'-0' FIN. FLR. 0'-8' G DE CMIN.I 9'-4' BRG. W.T. 0'-0' FIN. FLR / \ I I m I 18'X30' iv LOUVER LOUVER DTL. A SCALE V4 . 1'-0. fI RAISED` _ I ( 0KEYSTONE DTL. 0. -------------------- I I i I i I I 1 9'-4' BRG. HGT. STUCCO BAND I RAISED \r CMU TO W-4' APP. I STUCCO I FINISH FOAM CAP I I � I I I I I I I I I STONE I (VENEER 9 y I I I I — 0'-0' FIN. FLR \------------------� @COLUMN DTL. C SCALE. 1/2 . I' X 1 R C N I T L C T II GrouoLn i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoeigngroup.com ` AA N: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134W2628 FAX: 813$88-2602 .00 SVHDIV. Ae LOT: SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 moDEma 2795—D GARAGE >lTRNG: RIGHT PAGE: FRONT & REAR ELEVATIONS „D" V.150,/MEXP. V-4' 51WG. HGT.o O'-O'FIN. FLR 0'-8 GRADE (MIN.) OFF RIDGE VENT V-4' 5RG. HGT. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT E] L11 [11 LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS II OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT 9'-4' 5FG. W.T. , V-4' SRG. HGT. DE A II C N I T E C T t Grou�L�. 44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.awesl"oup.com AA R: 0003325 / IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134BW2628 FAX: 813886.2802 �IIINI� auinnn3 SVHDIV. & LOT: SILVERADO LOT #21 BLK #13 PROJECT 03719.000-21131 MODEL- 2795-D GARAGE 87IING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS .. D" V,151 MPH EXP. 17 PRINT 12/7/20 DATE• SCALE: 1/4"=1'-0" SHEET A3 D ELECTRICAL LEGEND DESCRIPTION SWITCH T SWITCH A_d�_TANDARP Y SWITCH ER SWITCH BUTTON ISCONNECT iTHERMOSTAT _e INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER(TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET !RED TO SWITCH) 419- EXTERIOR WATERPROOF/GFl RECEPTACLE (GROUND FAULT NTERUPTER) 1OV QUAOPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR TED) 20Y RECEPTACLE (4 WIRE =ONNECTOR) L MOUNTED LIGHT ING MOUNTED LIGHT CLG. LIGHT DENT LIGHT qE'11 OP LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FTJ ULB LIGHT FIXTURE ULB LIGHT FIXTURE ULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE IOUNT) LeArlx4' FLUORESCENT LIGHT (RECESSED) . x co) GE66 LIGHT • CESS LIGHT (VAPOR PROOF) SUNG MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY OGATION) IGAL METER (FIELD VERIFY IZI -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) (LING MOUNTED FAN 0 T FAN 0 CFM PER SQ. FT.) 14 JACK Q DETECTOR (CEILING MOUNTED) ®OKEIE DETECTOR 11 ) IMES O INIG MOUNTED OUTLET FOR GARAGE JACK -E PORT LOCATION OF TV JACK8 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M1501A OF FBGR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTER.JPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(5X2) ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 1514 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENE CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011- 61h EDITION R404.1 COVERED LANAI PRE -WIRED CLG FAN Y I I I I I \I I I\\ GREAT ROOM j I I / I I / f I / I I / I I / I PCCLLG PAND �. I a1\ � I II L---------------------J V / / ----DINING --�� / I ROOM / II 1 II I I CLG FAN I PRE -WIRE I � � L------------ I I BEDROOM 3 — V PRE -WIRED CLG FAN I PRE -WIRED / CLG FAN / , Q- L BEDROOM 5c I I I 1 ELECTRICAL PLAN SCALE. 1/4' a I'-0' CAFE Q FIXTURE I �♦ I \\ I T / SD/CO wlmo*4-4 3.,B�BBB1 L L= I, LAUNDRY j I I BEDROOM 1 — -' I I I I I I I I/ PRE -WIRED � CLG PAN �1! L \� — — — — — — — — — — — — — — — ��1p1p t_I �7 1 MULTI—GEN \ BEDROOM _ I I I � I i / I � � PRE -WIRED � / I I CLG FAN 3L----------) r_---------- ---, MULTI—GEN 10 LIVING ROOM I � I I b I I I � I I I PRE -WIRED I I CLG FAN I I L- - - - - - - - - - - - - - - - - J GFI i 44' ! I L if OFF. I I -GFI S 44'� If - AFF. A8 REQ. / I L---- � LDG. CODE If / I WALL MOUNTED LIGHT W/SWITCH IN / I ATTIC / I / 3-CAR I / I GARAGE I I \ CLG. GFI OUTLETI CLG. GFI OUTLET \\ FOR OPT. I FOR OPT. \GARAGE DCORI GARAGE DOOR \\OPENER I OPENER \-PB. FOR \ I CHIMES \\ 1 GPI IRRIGATION \ 1 OUTLET \, 1 �— — — — — — — — — — — — — — — — — — — COACH LIGHT WP Panel MAIN -A PANEL: &/1&WperLbro kw VOLTAGE: 120/240V-1Ph MAIN: 150 Nrp M.CS FEEDER: 3-01 Cu THWN & i- f& Cu (G) In 1 12' C. OR 3-.21D AL TMVN & 1-11& Cu (G) In 1 12' C. Wta •1x ab D••.1 WY CM4t CYdilt Wtlb M Om b .W Wla M2 E..trb trlUO + 2 8 nz z m wyan Faip 166o J s . 6 B 41Ap rc C.U-1 m ] 1 16 PANEL - A PANEL: 42 at beaker VOLTAGE: 1201240V-1 Ph MAIN: 150 Anp ML.O. FEEDER :3 41 Cu THWN & 1- A5 Cu (G)In 1 12° C. OR 3-92D AL T}M & 1- A& Cu (G) in 1 12' C. Wia rot• aM 0•pv. WM aeon aa6t WYb a•.. Lae Btr roN 8Nro .12 m B.W 16m + 2 eoo6 bQ 2 86 .11 m IN JNpo6- — J 4 042 1 b — Opp_ I- 6 6 46M w..1Y.w 26 2 f16 aft 1 m •12 1 m be « AFq 1- p to +mo ou m.- m , U2 n2 1 m _ 1- 11 12 t6W q•M.-_ m 1 n2 .+2 , m IHW/L AFq 12W U N 6668 . m 2 i18 .. N D,•. Ran Wwll AFG 600 15 1B B 11 18 — «nv CFl m 1 AU .N1 16 8Da AFC! •m 19 2U 1066 Door CFI m 1 .12 M2 1 m a«.28vC /.Yn.2 AFq 1- 21 22 tme 0 /Bx[M«U. aba M«APq m B • S • m m m U 8Iq s66 •S.N AFq O_veW • BYMm, AFq 16 16 1 1 n• YN sp«, m m tom J.c..a pes m 1 .1z s m Jt U u tom bn cp.r.• a • m 1 MT 8 >3 a6 M N 8 «• — A 2 m B . AA: AILL1 S KVA.63x 41M ar U M « e 41 42 Lae. 1•am.w aet«chCYNn•/pa ,Moo 222m L•e6 Ip a.•n4 n.laakultlbM/IN• ma or a ns: ABBREVIATIONS: Mq: ARC FALLTCICUT•In?rMUP1ER N0: Nb4CCNbEH1LOAD WI: CROLIIFAIATIN1ERRlR1ER T.Y 44 •Wct to 6r,•N SU« u+eo ' FWI temOwA•. t64A 10660 bm vYll•tl4ox 19me TYY AIC lab 04M 10x trMu• LOAD CALCULATION M BASED ON WC NON-COINGDQ/T LOAD TYY Cerv.. Lap WYx JJMB rsri 2ww. General Lighlina& R.ea tact LoW T.•I AM a uw FN , 2795 C•,w.11y a be a w / .5. ". &m5 IAame 1 W &5WAi M at 100% 1 65 T.Y C.wnlLSN. a by (•.1•) 1 8450 LED LIGHTING LED LIGHTING ----� @ SINGLE LAV. @ SINGLE LAV. (s MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I � I I- I Ir----------- — to 1' i ''-6' 1 u a O \--- J — — — — — — — — — — — — J LED LIGHTING @ DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO BCALE. OW49RAL NOTES, A ELECTRICAL MATERIALS AND NSTALLATIONS SHALL COMPLY WITH! ELECTIECAL PROVISIONS OF THE FBCR &U4 EDItiON [20M)- LOCAL CODES, AND ALL LOCAL POWER COM'IPANY REaIREMENTB. D. ALL CONDUCTORS 614ALL BE TYPE THHNMUN LNLE66 NOTED OTHERU6E. METER FIELD VERIFY LOC. POWER COMPANY 7RANSPORI'RR PROVIDE ISO AMP, 20444P VOLT, I PHASE 6ECONDAPM ELECTRICAL SERVICE PROVIDE 3 9 COPPER (CU) IN I-L-11" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 •2/0 ALUMINUM (AL) IN 2" CIA SCHEDULE SO PVC CONDUIT UNLESS DERV CE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. LED LIGHTING @ DOUBLE LAV. BATH i PROVIDE "/O CU. THUN • FS CU N 2' CONDUIT OR 3 V/O AL, TFMN • 1% OU IN 2' CONDUIT OR 2A8 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • 0%1104ANW COMBINATION SERVICE DISCONNECT BUTCH AND M ELECTRIC METER IN NOMA 3R ENCLOSURE BOA/2P NTEMYGTEM SONDN6 TERMINAL AT LOW VOLTAGE CONNECTIONS 1 a{ CU SERVICE GROUND CONNECTED TO CONCRETE ENI A18ED ►DOTER STEEL PER ELECTRICAL PROVISIONS OF TIM EDITION (2011d 3W PIA X S FT LONG COPPER CLAD GROUND ROD A R C N IT E O T 8 6 Groin 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813.886.2802 11111111111 •VHDm a LOT: SILVERADO LOT ##21 BLK. ##13 PloJECT# 03719.000-21131 MODEr1 2795- D GARAGE SNiNCi: RIGHT PAGE: ELECTRICAL PLAN 150 H EXP. Al PICIPIT 12/7/20 DATE: SCALE: 1/4"=1'-0" 11 ms"r E1 HE>s I I I I I I I I I I I I I I I I — I I I 22'-2' 12'-b' I 12'-II' � '-9 Q bI _ III j I I �arx i I I b®• I I III Y I I TUB • y O 7 ��l I col III • obf I � � - I NI I O0 I AV. LAI 9 OPT _ �j s REF. ------- ----- PLUF1� �(01c.) C-T. 9 i i I R n I I 1 I I ?' ;OPT I I I KITCNEN SINK W/ • — — — — — — — — — — - I AUTO VENT • T' VTR AUTO VTR 20'-3' 2,3,_9. -----------------t 2' I I 11/2 2 TR 2' V2 I I 0 I I 3• - 2 1 1/2' I '4V 2' VTR 11/2 TI'-9' Tg,_g• LAV 2' VTR 11/2' 1/2' 1 1/2 WC 2' Ytv T LAV WC 3 1/2' 2 LAV 2• 2'3' 2 L.T- A I/2TUB3 3 2 WASH 2 3I IQ' SI•W RF�W 2 S1R 4 3 LAV Q F CO I 2' �0: I-----� TO MAN nj I til ® PLUMBING RISER rl 2'-1 6' DE N I I NB ---- PLUMBING PLAN SCALE' 1/4 . I'-V Grous0L 1A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdealoigroup.com AA B: 0003325 DRAFTING By.-- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813E89-2921. FAX: 813689.2802 amm�n� 1StmDm & I.OT SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 MODEM '95-D GARAGE STUNG: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B DRZNTATM. 12/7/20 SCALE: 1/4"=1'-O" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 614ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. AIR SUPPL AIR HANDLE r EVAP.TRA NOTE: ALL 14VAC TO HAVE PROPER PANS W/ DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ATTIC O O EXTERIOR WALL SECURE STRAP TO T y AIR RETURN CONC. W/ (2)-3/16'X2' TAPCONS CONDENSER UNIT SIMPSON U1B ROLL STRAP OR EQUAL SUCTION AND LIQUID y REFRIGERANT LINES y 4' GCNCRETE SLAB SECURE STRAP TO UNIT W/ (2) ISXI 1/4' SHT. MTL. SCREWS EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO RETURN CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED ORAN, AS PER VMECHANICAL FBCR 6TH EDITION (2011) BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR O�CA. PLUG BRONZE FL. PL. � OR WALL I'-6' � SEE SPEC. I'-8'X8' CONC. BRASS PLUG I FIN. GRADE, OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.vC OPTI/SPEC INV. INV. E SITE PLAN ITE PLAN FLOOR SLAB CLEAN -OUT (TYPN vEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • I'-0' FIEN GrousoLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdeslgngroup.com AA 6: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888,2828 so FAX 913F88.2602 OVHDM de LAT: SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 MODEIr 2795-D GARAGE OWING: RIGHT PAGE: MECHANICAL PLAN 150 M EXP. B 2X4 TOP PLATE A It N I T t C T t CommMRFL& eeao PRE-FAB TRU98 IR• 1wIaC I conT 4. a�u s U2• CLG. BOARD IroRn.sro os•a�r rLro=ArrLxro sTwcwlret FOR OIRWTLY TO n�ewter Rtn+a°ca ®Ir �.r�zub ATfACI.0 TO NLL �LL..� �w 1.sl n STUDS IN 5' DIA. SLEEVE, Grou LLC. PARTITIONS SUPPORTING DO NOT CUT SAL Iso. Ire' DRYWALLZZZ� WALL HUNG PLUMBING REBAR GRALANT FIXTURES AND WALL WALL PIPE aeaTEees�ntlF M 1a4 LONGW OD, FN. RONALD L 32750 BLVD. CABINETS SHALL NOT BOND BEAM DO NOT GUT ua ►.w«mcw.o su. roc LomTWM Aleolarot°Y 078 PN`4°7-7a4-40T LESS THAN 2x4, WHERE SOLID GROUT THE BOND ro p FA.:4o7•n4<o7c SECURE 6T. 2X4 WOOD STUDS •24' SPACED NOT MORE THAN Ib' O.G. OR, NOT W/ l U- 05 _� BEAM N �� moo P. ro aaoo AAA M 0 03325.�m PLATE To 8LA6 W/ 10d MASONRY OG LESS THAN 2xb, WHERE (2) COURSE __ KEBABS s-1 � AL Ica vswr� Tleecx n o � ooae mmowl NAIL 3Y oc. SPACED NOT MORE By MAP. ro roe DRAFTING BY: MAX THAN 24' O.G. -` ` ' a TRAM eRAcx[To R=m A.B. DESIGN GROUP 'II' PROD Y DRAFTING INC. . BLAB A�ovAl Rom. 5439 BEAUMONT CENTER BLVD. 0,-®, ` SUITE 104 FIN. FLR TAMP0. FLORIDA 33634 2PIPE THROUGH BOND BEAM 3 GARAGE DOOR JAMBS PH: 813.886-280 2B GAS LINE THRU BLACK FAX: 813$88.2802 D1 I SCALE: 3/4'-1'-0' I"'''''' D7 j SCALE: 11/2••1'-O' TYP. INT. WALL NON-BRG. D� SCALE: 3/4'•I'-V FIBERGLASS SHINGLES 2X4 OPP 24' O.C. MAX OVER 030 FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END OVER 030 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES FIBERGLASS SHINGLES R905.1.1 ON ' ObU5. 2x PER STRUCTURAL EI S OVER °30 FELT PAPER OR OVER'30 FELT PAPER OR SYNTHETIC !� OR SYNTHETIC PRODUCT, INSTALLED SHEATHING OR }' CDX SYNTHETIC PRODUCT, PER SECTION R90b.1.1 PLYWOOD SECURED PERPRODUCTINSTALLED PER SECTION PER SECTIIONTR00LbD FASTENER SCHEDULE STIFFEiACK AT ALL UPRIGHTS SHEATHING OR CDX ON �' ObB. SHEATHING OR }' CDX PLYWOOD �eeeee . ON I}' O.S.B. SHEATHING 5/8' GYPSUM BOA SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR J' CDX PLYWOOD OR I/2' HIGH I'•0' 1._®. FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE BOARD MTL. DRIP EDGE _ TRUSS MTL. DRIP EDGE REFERENCE O.H. O.N. 2x FASCIA PER oil STRUCTURAL 2x FASCIA PER PER ELEVATION u IF ELEVATIONSIf ELEVATIONS 9 SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER MT DR P EDGE REFERENCE STRUCTURAL INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT FOR PRE-ENG. GABLE TRUSS PRE-ENG. GABLE TRUSS PER ELEVATION MTL. DRIP EDGE SEE ENERGY CODE FORMS INSULATION R-VALUES p.m• WEEP SCREED JPER ELEVATION WEEP SCREED 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS ON, ELEVATIONS 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR I/2' 2x P.T. SECURED PER �Df VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG' BOARD STRUCTURAL DETAILS $ WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES BPEGIFIGATIONB R-4.1 INSULATION 1/2' THICK, 2 COAT STRUCTURAL MREFERENCE IANUFACTURES BPECiNDOW ATTAC;HMl11IlT rl AT ONS PLASTER DAPPLIED CEMENT DIRECTLY TO MASONRY FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS 24. O.C. 1/2' THICK, 2 COAT PORTLANDSTRIPS hc2 P.T. FURRING 8' CMU CEMENT PLASTER APPLIED a 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT GYP. WL.•OP. ' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND CEMENT z WOOD BASE DIRECTLY TO MASONRY WOOD BASE ATER APPL ED DIRECTLY TO MASONRY 0'-0' FIN. PLR _ — _ _ 0'-0' FIN. FLR, 0'-0' FIN. FLR _ 0'-C' FIN. FLR a, Cm ° a a n W/ a WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A EiUSDIV. m LOT. SILVERADO LOT #21 BLK. #13 PROJECT* 03719.000-21131 MODEL: 2795—D GARAGE SKIING: RIGHT PAGE: DETAILS 150 MPH EXP. B 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1-STORY GABLE BLOCK WALL 3t2 D1 SCALE. 3/4'-1'-m' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 8/4'.I'-V' NO OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D228 TYPE II, ASTM D 486S TYPE IV, OR ASTM D D PRINT 12/7/20 DATE' 8CALE: 1/4"=1'—O" SHEET D1 1221. 2X8 P.T. • CENTER OP DOOR 1 EAMM WCURED IU/ (1) V2' X 8' J-DOLT I V 4' MN. EMBEDMENT WV 2' X 2• X US' WASER 4 NUT OR WV (2)1*' X 8' ANCHOR BOLTS WV 2' X 7' X V8' WASHER 4 NUT 7SECURE 2.4 ON W FLAT TO MX 0 uV MASONRY HAILS. 1. QiA. DOORK SECURED WV (5) IU2' X 8' J-BOLT OR ANCHOR BOLTS, UV 4• MN. EMDEDMENT, WV 2' IE X 2' X V8' WASHER 4 NUT. (1) WTHN 8. OP TOP, (U WTHN V OF THE DTM, (A) EVENLY SPACED. ® ® 1E m NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO MANFAC7UI4ER'S INSTALLATION INSTRUCTIONS "RE SLICW N&TRIICTICNb AMR M 6TaNJGfNT GARAGE DOOR l BUCK ATTACHMENT xwa, vr.(-a CMU DRYWALL :4' OR 1'X2' P.T. NAILER SECURE THRU FRAME 4 JE]EXTEND I-Y4 INTO BLOCK W/ )' TAP'CONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3C0 MIK EMBEDMENT 1-Y4' WITHIN W OF EACH ENO 4 18' O.C. MAX SPACNG V DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 FDiDOA 7'0 [ARK +3/4 OR +5/4 SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ j(a' TAPCONS OR (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MINI. EMBEDMENT I V) WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-W6' TAPCONB(MIK SHANK SIZE 145 MIN. HEAD SIZE 30C MIK EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 8' CMU 18' OZ. MAX SPACING. V DRYWALL 2X8:m ❑ I'X4' OR I'X2' P.T. NAILER SEA BLOCK W/2-%, OOR CASING (MIK SHANK SIZE J45 EITTACH MIK HEAD SIZE 300 OOR JAMB OR WINDOW MIK EMBEDMENT I Yi J TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. 2X4m SECURE TO BLOCK W/' TAPCONS (MIK SHANK SIZE .148 MIK HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18" O.G. MAX SPACING. NOTE: STRUCTURAL 2X 2Xbm MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2 • W6' NON-STRUCTURAL V.- TAPCONS TAPCCN MIK I -& (MIK SHANK SIZE .145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 30C , cm MIK EMBEDMENT IV) • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. I'X2' P.T. NAILER 2X8,m �.XWOR SECURE TO BLOCK W/2-i(.' 7(r• 09.8. X 4' MIN. TAPCONS (MN. SHANK SIZE .145 DOOR CASING MN. HEAD SIZE 30C DOOR JAMB OR WINDOW MIK EMBEDMENT 1149 ATTACH TO 2X PER WITHIN 8' OF EACH ENDG. 4 MANUFACTURER DETAILS. 18' O.G. MAX SPACIN NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49DOOR JAMB TO // y1/ 111ND0 TO BIACKK 111ti%k �i SCALE, N.T.S. 2X4:s SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCKW/R-%' NON-STRUCTURAL V TAPCONS TAPCCN MIK I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4) 8. CMU WITHIN 8. OF EACH END 4 K• DRYWALL IB' O.C. MAX SPACING, 2X84z� a I'X4' OR I'X2' P.T. NAILER SECURE TO 15LOCIK W/2-%' OOR C ASING TAPCON9 (MIK SHANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8' OP EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED Y4) NOTE. SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 �� n 1PDiD01/ TO BLACK +1-1 D WINDOW TO HIACK +2 1/4f" ALE: N.T . " SCAL , A. 2X4m SECURE TO BLOCK W/ )' TAPOONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE To BLOCK W/2-L ,NCN-STRUCTURAL' �1i TAPCON MIN. 1-)4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • p.W MIN, EMBEDMENT I Y4) ' DRYWALL WITHIN 8. OF EACH END 4 •X4' OR 1'X2' P.T. NAILER IS' O.C. MAX SPACING. 2XS4 SECURE TO BLOCK W/2-%- TAPCONS DOOR CASING (MIK SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN B' OF EACH END 4 ATTACH TO 2X PER W' OZ. MAX SPACING. MANUFACTURES DETAILS. NTa, a-NaIDaO. F J too w 11,011101M DOOR JAMB TO BLACK +3" , E 1/INDOI TO BLACK +3" SCALE, KT . 2X4m SECURE TO BLOCK W/ V TAPCONS (MIK SHANK SIZE .149, MIK HEAD SIZE 300 MIK EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL )W TAPCONS(MN. SHANK SIZE TAPCON MIK I-Y4 .145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 3CC MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• CMU JI• DRTWALL 18' Or -MAX SPACING. 2X8,m ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/1-%- 2X SECURE TO TAPCONB(MIK SHANK SIZE 6 STRUCTURAL MEMBER lig WI(2)I2d WITHIN 8' OF EACH MIK HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) ---DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" ITD4D0It TO BLACK +3" 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MM. SHANK SIZE .14b MIK HEAD SIZE 300 MIK EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE t 18. O.C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL Vo' SECURE TO BLOCK WA-1/4' TAPCON MIK 144 TAPCONS(MIK SHANK SIZE EMBEDMENT INTO BLOCK 14b MIK HEAD SIZE 3C0 , CMU MIN. EMBEDMENT 149 ' DRYWALL WITHIN W OF EACH END 4 18' OC. MAX SPACING. 'X4OR I'X'1' P.t. NAILER 2X84m rl SECURE TO BLOCK tUA)V4'0kj%6' O.S.B. X 4' MIK TAPCONS (MIN. WK SHASIZE J45 DOOR CASINGMIK HEAD SIZE 300 MIK EMBEDMENT I Yi)OOR JAMB OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER IS' O.C. MAX SPACING.MANUFACTURES DETAILS. lMJ14 WI Y NamaDTD FYTs! AYE (CD WYf abm Ut') DOOR JAMB TO BLOCK �vt +--/71/ KbOBLACK +38"8 2X4a SECURE TO BLOCK W`4/4' TAPC4" (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIK EMBEDMENT I Y49 WITHIN 8. OF EACH END 4 NOTE= STRUCTURAL 2X NOT 18' OZ. MAX SPACING. ST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/1-I/4' NON-STRUCTURAL V&'TAPCON (APRONS MIN. I-Y4 (MIK BHAWC SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIK EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 )6' DRYWALL 18' OZ. MAX SPACING. VX4' OR VXV P.T. NAILER 2X84>o SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIK TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V,1 DOOR JAMB OR WINDOW WITHIN W OF EACH END t TTACH TO 2X PER IW O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 J DOOR JAMB TO BLACK +3 3/4" � H L/INDOR TO BLACK +3 3/4" ALE, KT.S. F-A N C N I T E C TC1 6 G ouoL� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407-774.4078 www.abdoWgngroup.com AA 8: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813886.28Z8 FAX: 813888-2802 aysD:v. at LOT SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 MODEL' 2795—D GARAGE BV11NG: RIGHT PAGE: DETAILS 150 MPH EXP. B PRINT 12/7/20 DATE: BCAL C: 1/4"=1'-O" BHEET D2 DE PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.3 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017FBCR 12/31/2020 13872.14 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUR. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 114955 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/33J2020 13904.E SIMPSON STRUR. COMP. W000 CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30655.7 SIMPSON STRUR. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 F123352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 F118644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 1533245 MI WINDOWS St DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FLt115353-R4 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 F17630.2-R7 THERMA•TRU EXT. DOORS SWINGING EXT. DOORw/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA•TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL35216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENi 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 30477.14tS JAMES FiARD1E BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES FiARD1E BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HAROIE BOARD SIDING 2017 FBCR 12/33J2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 A N C N I T! C T t GrouSLn. 1441 N. RONALD REAGAN BLVD. LONQWOOD, FL 32750 PH: 407-7748078 FAX: 407.774-4078 www.abdeatg"group.eom L AA 8: 0009325 JIlk DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813.888.2828 FAX: 613.888.2802 Ll sV>sD><V. ae LOT. SILVERADO LOT #21 BLK. #13 P1tOJ>cCT/T 03719.000-21131 ]80DlIs 2795-D aw>Rwoffi swWa: RIGHT PAO>6: PRODUCT APPROVAL LISTING 150 MPH EXP. B nw iz/v/zo slam" D3 PIR®°OII'ED COIVTIROI. JOINT� R.A+aE of eeeITROL Joarte Td BE WIRED TIED TO LATH • 9' OA. MAX (VERLA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUID EXISTS BEYOND EXCEPT STAPLES W Lin MAY TTO TEMP. DURING INSTALLATION FASTENERS TO BE SPACED • 1' Or_ MAX VERTICALLY PLTHM A6TER3 COAT CEMENT WRB LAYER 41 PORTIFIOER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (YERT.)O.C. MAX AT SUPPORTS URB LAYER 4, 6TUCCO WRAP WOOD SHEATHING \ TO LATH SNALL NOT BE 0"141016 r•To s• r•ror THROUGFI CONTROL \ JOINTS BUT SNAIL O-- . BE STOPPED ANDTIED AT EACH SIDE. _ PROVIDE 2� BLOC M PER ASTM CIOi9 1J0JA PLACED PLAT MAX. 6' TO V FROM CONTROL JOINT WHEN COL JOINT PALLS ON CONTROL NOTE,\ FASTENERS POR LATH TO BE NAILS 0 i STUD STAPLES N COMPLIANCE UV ASTM CW61 r 2. URE TIES TO De (NO. 16) 00415' URE 3. BLOCKING SHOUN MAY OE IN ADOITT \ TO WALL STUDS REQUIRED PER PLAN OLPOI.D w1.IC.P(.a PT. A 2. 04111,41111111 . PT. 6 a CIEAaa . PT. C ® ® n 6WELE ROOPNa--� ORP Now. OwN.A- r. E)CMD O 1)- 11111111111.010, 6EATWW& PECIWIICALLY AMEN W OO. IYAX. OLPOLp NWO.PT.A POW .w bwm APPROVED OWLOM WRAP 6HALL 0E LAPPED A MINIMUM OF 4.4' SELP-ADHIERING MEMBRANE l 6' " VERTICAL LAPS (ROLL FLASHING (COMPATIIX.E UV HOUSE %\ ENDS) / 6' " HORIZONTAL LAPS. YIRAP MATERIAL) OVER ALL SEAMS NEED TO OE7TTAPE D LATH VERTICAL LAP TO BE P APPROVED HOUSE U:RAP. UTN FORTIBER SHEATHINPLA6NNG TO EXTEND ONTO PIPE / 1. OR LESS PIP! / \ PENETRATION 1• MPL LAP . NRT\ \ X X {� OUT AND OVERLAP ONE SIDE OF 1 � �' � � �— METAL LATH � OELF-ADHER.NG MEMBRANE FLASHING STEP h WIND LAYER'), I J' TWICC 3 COAT CEMENT STUCCO U:fIII' PLASTER METAL LATH I WINE LAYER V, FORTIPIEER UBUMIL P� LAY _ PORTPIMM dSLDNG PAPER L URO LAYER STUCCO IIIRAP I INSTALL FASTENERS (CLIPS, J U12M SHEATHING STRAPS, STAPLES) AS I / \ REQUIRED TO SECURE PIPE/ UAW TO PRAMNG ® KICKOUT DETAIL ® L TOLD —.-A 2. C1111i. PT.a 3. CREA(E . Pr. C A TOLD f. C OVBs 11 6 PR. C TOIICN(U BOTTOM RXtlE Q r Y qqr PLANSE "'""E GRAL P 1IT UQI aT. fHICNC 3 COAT CEMENT A61IR (IIRWEA W' I COAT SW PLATER XPW 0 LAYER 4, POWPOM LONG PAPER ARSE OILY) 0 LAYER 9, ICCo WRAP OIPArE O LY) • LAYEIA OF aWIMM ~ M NALM Fwft" ATOP OIL I��—PRM'! OR Ef1Y Ilea � I a IUALL 14.A(IIRN KKX- T PLAN" (M I OVAL) wTALL PIaTOIa AT sacra+ as NOW. NIL'RKETOtl IRA)• "M R� 111111AI. emw on SIDE NOTE, OF METAL PLASTER OASES SNAIL ISE SECURED TO FRAMING FEMDER6. THEY &WALL = TIED BETWEEN SUPPORTS UTH 00415-11N. rI11-T?v URNS AT INTERVALS NOT MORE THAN V (229-FM1 A6 PER A6TM CIST63 1.0.1. FOR REPAIR OF TEARS N VM LAYERS. TEARS MAY BE PATCHED WA4OU6E URAP TAPE PER MAMUP. SPEC. OR PEEL 4 STICK WOOD SWEAT] OUILOP PAPEP I.50 WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNJALL SCREED Z _____5'XS' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT IL z WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 6'P6. 6ELF-ADHERING MEMBRANE PLAOWNG (Ca•TATIELE W/ HOUSE ~ MATERIAL) OVER 4Wx GELP-ADFERN5 T'IO'EIRAAE FLASHING OVER APPROVED HOUSE WRAP. �•T�p CUT AND OVERLAP ONE610E OF STEP 02 FLASHNG MEMBRANE URD LAYER al, STUCCO 1 RAP WRD LAYER 9, POW PIOER SULOM PAPER METAL LATH i'IA' 6ELP-ADHERING MEMBRANE PLASWING OVER 4'x4' SELF -ADHERING MEFERAE FLASHING OVER APPROVED HOUSE URAP. PLASHING TO EXTEND ONTO PIPE 4'H4' SELF -ADHERING MEMOR4lE FLAS14NO OVER APPROVED HOUSE URAP. FLASFIIING TO EXTEND ONTO PIPE %' CONT. DEAD OF SEALANT INSTALL APPROVED WOUBEILRAI° AIR INFILTRATION BARRER OVER SHEATHING ELAOTOPERIC COATING OVER 6TUCC( GV. FINISH (SEE TYP UALL 6ECTIOW SECTION PER SECTION RRRA7dd08.a7V�I 1� Exterior use of pWmZandcement plaaNr hell campy with the application requirements of ASTM C 926-12A. Instasalion of eMwior lalhhg and aam ng shell comply With ASTM C 106312A. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - --- --- 5UILDING PAPER) METAL LATH x-x-x-x STUCCO 5ELF-ADHE51VE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION Ri03.1.1 / ASTM C-84l-013, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATION5) A R C N I T R C T t Grouse - It. RVIYNW RCXUWx GLs.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4076 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813N386.2628 FAX: 813-8862802 sysD:v. AIR Lwmt SILVERADO LOT #21 BLK. #13 PROJZCT/► 03719.000- 21131 MODM, 2795—D GARAGM SIMMG: RIGHT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B r 12/7/20 1/4"=1'-0" A1 A E C N I T E C 1 E INSTALL b' SELF-AOWERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. b' SELF ADHESIVE WOOD CONSTRUCTION SEQIENr'w OF FLAS14NG TO BE, OVER TOP 4 SIDES 1. BOTTOM. 2. SIDES. 9. TOP ^w d X, VENT CAP 18 TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHING Des�n OF SEALANT AT TOP AND FLASHING LAYER 1, BIDES ONLY. SEALANT IS TO BE UNIT WRB LAYER 01, STUCCO WRAP Grou LLc. TOOLED60 AS TODEFLECT_ STUCCO WRAP WATER AWAY FROM JOINTS. _ LAYER 4, FORTIFIBER 1441 N. RONALD REAGAN BLVD. i PREMANUF. DRYER BUILDING PAPER E•Z BEAD ALL AROUND � - � LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATW PH: 407-7744078 i K JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER 02, FORTIFIBER Wood 1�, TEXTURED APPLY BUILDING PAPER CONSTRICTION .y�FNISH 0 WOOD www.abdesigngroup.com APPLY SEALANT PERIMETER OF AA 8: 0003325 BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STR)GTURAL ALL4LLA�$INpB. Y; CAULKING JOINT SEALANT • THICK, 3 COAT CEMENT �' CMU t MB BER • OG MAX DRAFTING BY: TOP 4 SIDES �� )6r• TOIS MID.WdLL A.B. DESIGN GROUP I I PER SECTION R703.7 PLASTER WEEPS DRAFTING INC. I Ext9ftr WMng and plastetin0 S439 BEAUMONT CENTER BLVD. BACKER ROD I Exterior use of Portland cement plaster - :' gg shall comply with the application O DRYER VENT (,BLOCK) Ya' TO V MID -WALL - s7 SUITEFLORIDAX. requirements of ASTM C 926.12A. 6 B WEEP SCREED aY TA PH 8LO�ID-A2638834 r k; 6' WIDE STRIP SELF FAX: 813-886.2802 k. Installation of exterior lathing and framing ADHESIVE PLASWING, CLEAN r shall comply with ASTM C 1063-12A. pY (V SELF-ADHESIVE MASONRY DEFORE APPLYING A WRB LAYER 1, I X>.V FLASHING :�F TEXTURED STUCCO WRAP.;.. '.x HOODED VENT iTAHSIC BUILDING PAPER OVER 'CUICK FLASH' f — — — —1 WOOD FRAMED WALL FINISH • MASONRY HORIZONTAL WEEP SCREED R3COATGEMENT � (FRAME TO BLOCK) METAL LATH — HORIZONTAL WEEP SCREED (FRAME TO FRAME„ WRB LAYER •2, FORTIFIBER PIPE THROUGH / WALL BUILDNGPAPER WOOD SHEATHING 6 DRYER VENT (FRAME b' SELF ADHESIVE N FLASHING (NBTALL PER MANtF. SPECS-) �Z FLASHING I HOUSEUIRAP WRLAYER h, ELEC. METER FIELD I BELOW B STUCCO WRAP sroNE VENEER VERIFY LOCATION ELEC. METER FIELD OVER SCRATCH COAT VERIFY LOCATION GUT SUCH THAT 9 APPLY b(L MIN SELF -ADHERING NO MEMBRANE _ GRADE 'O' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER aPRovED W/STONE VENEER MPRIOR ETER TO INSTALLING ELEC. WOUSEWRAP (FRAME TO BLOCKS pE PA PER WITH FORTIFIBER CAVITY RIGID POLYMERIC STEP #3 STEP # LEGEND ISOCYANOTE-POLYBLENp FOAM ('GREAT STUFF' OR SIMILAR) DRAINAGE PLANE CWRB APPLY A SILICON ELASTOMERIC BASE SEALANT AT POINT COATING OVER STUCCO/ C.V. FINISH LAYER El STUCCO WRAP) THAT ELEC WIRE PENETRATES (BEE TYPICAL WALL I"Numm as LOTe SILVERADO LOT #21 BLK. #13 PMMCCT# 03719.000-21131 uoa 2795— D 43AnAGM 8MM03 RIGHT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B WRB LAYER "2 CFORTIFIBER — — • — — — APPLY E-z BEAD .....e SECTION) OVER 64D MIN „ , AR ITE BUILDING PAPER) AREA TO RECEIVE GRADE O METAL LATH STUCCO SCRATCH COAT SEgLANPROT TID,a •L ° METAL LATH X—x—x—x 4 1 COAT OF PAINT W/BACK- JOINTS AND ° ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH 1 COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN lip COMBO OR METER CAN AND a ABOUCHACRA SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP #5 STEP No AR NO W723 NOTE. ELECTRICAL RECEPTACLE aATM 12/7/zo METAL LATH: LATH TO BE PER SECTION O satyr 1/a."=r—o" R'103.1.1 /ASTM ELECTRICAL CONDUIT C-84Z-09, MIN. 2.5 LBS. O PENETRATION "�� PER SQ. YARD (UTILITY OR NOMINAL T,�TA� LATH DOES NOT MEET SPECIFICATIONS) ��I 14 mmmr*l WOOD BREATHING EXT. WOOD FRAMED A i C N I T E C T i WALL COLUMN SHEATHING WRB LAYER'(, WEATHER RESISTIVE STUCCO WRAP SUB-PLOOR DECKING BARRIER 9 WOOD, WRB LAYER 02, FORTIFIBER 3' X 3' 26 GA CsALV. WEATHER RESISTIVE CONSTRUCTION BUILDING PAPER PRE-ENG'D TRJ88 FINISH 87jERj 2 LAYER METAL DRIP EDGE BARRIER 42 i1 HAT CHANNEL J' THICK, 3 COAT CEMENT WEATHER RESISTIVE BEALANISET IN S BMIN.ED - 6' BAP. WAi' TYPE 'x• DRYWALL PLASTER BARRIER ol 6' PEEL SPACE FROM DRIP PEEL \I`GC Msi n 6' BAP. • TOP OF WEEP SCREED WEATHER RESISTIVE STICK DRIP FACE TO TREX TO SHEATHING DE14NO WEEP SCREED BARRIER'? EDGE TO 1 N■'x3' •L, FLASHING Grou LLC. / FULLY EMBEDDED 4' POSITIVE DRAM }' THICK, 3 COAT CEMENY RIES DECK IN ROOF CEMENT WOOD SHEATHING , n�ea preegn PLASTER 1 K' X 3' 26 GA GALV. 1411 N. RONALD REAGAN BLVD. METAL LATH Yi GAP FOR BACKER METAL DRIP EDGE LONGWOOD, FL 32750 WRB LAYER M, / \ ROD 4 SEALANT SET M FULL BED OF STUCCO WRAP - WOOD SHEATHING I VXI'1i P.T. OR SIMULATED Yi GAP FOR BACKER a' THICK, 3 GOAT CEMENT " ``�` WOOD (TREX) FILLE078 RVINYL CAGING BEAD SE AL'Ai4TJ9 M� PH: 407-7744iup. ' ROD t SEALANT FAX: 407-774-4078 CONTINUOUS SPACE FROM DRIP www.abdeslSlBroup.com PLASTER " - 6• SELF-ADHEREMG I FACE TO TREX - WEATHER RESISTIVE App;0003325 AM&&-WFUIC-180 CUSTOM 1 1 : r `` , FLABHMG WRAPPED LAYER C R lPEEL HER RESISTIVE VINYL CAGING BEAD BARRIER � 1 TOP OF WEEP SCREED EXTERIOR GRADE . �: \1 WEATHER RESISTIVE ■ '`? DRY WALL STICK) WRAPPED FROM( WEATHER RESISTIVE WATER PROOFING bt �' BARRIER R DRAFTING BY: .... TO SHEATHING BELOW — BARRIER 4 LAYER (2 LAYER PEEL EXTERIOR COLUMN A.B. DESIGN GROUP BALCONY DECK TO i WRB LAYER �, il' THICK, 3 COAT CEMENT CANTILEVER '""�""" 8 STICK) u' w�e'��a,r.l� COLUMN SHEATHING DRAFTING INC. 4' POSITIVE DRAM STUCCO WRAP PLASTER M39 BEAUMONT CENTER BLVD. _ Imgo aaoaen 6' PEEL STICK • - ` �- CORNER BEAD DRIP EDGE Tt DECK EXTEND OVECK R DRIP PEEL • STICK 6' 8'�' SUITE TAMPA, FLORIDA 33634 WRB LAYER Q, FORTIFIBER VINYL CASING. BEAD Bus FLOOR PH: 8134MG-2628 1 i BUILDING PAPER NO GAP M FIELD EDGE 11G x3 L' PLASHING F1 SEPARATE ACCE66MESIOOF ®® METAL DRIP D EV. ®s FLOOR � ROOF CEMENT FAX:813888-Z802 BILLY EMBEDDED IN w ^ 6' SELF-ADHEREING BET IN FULL DIED OF I )S' X 3. 26 GA. GALV. FLASHING WRAPPED I NXI'1'i P.T. OR SIMULATE METAL DRIP EDGE WRB LAYER �, SPACE FROM RIP • CORNER OF CANTILEVER WOOD (TREX) FILLER SET — FULL 15ED OF STUCCO WRAP CONTINUOUS FACE TO TREX SEALANT,V MIN. 4' POSITIVE DRAIN Iu 00D (f�x�ll ER �D AMIGO AM66-WRUC-1B® ` `� IICCP wiltai D Yi GAP FOR BACKE VINYL CASING BEAD CONTINUOUS CUSTOM CASING BEAD 1 3 ROD 4 SEALANT WATER PROOFING lot FACE THE DRIP PACE TO TREX - FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 � 6 BACKER FOR SEALANT yMYL CABRJG BEAD yro @PAAMNTILEVER DRIP PEEL 2STICW STICKBALCONY WRAPPED FROM LAYER WATER PROOPMRMEL I.t NO GAP IN FIELD HA RESILIENT BALCONY DECK TO MODIFIED 9® STICK) (WRAPPED FROM , d (SHOWN FOR CLARIFICATION OF HAT CHANNEL CANTILEVER HA RESILIENT SEPARATE ACGE680RIE8 ONLY) EDGE PLASTEJ' THICK R COAT CEMENT VINYLCHANNEL CASINGBEAD BALCONY DECK TO CANTILEVER CASING BEAD LATH coA7 cErTENT DTL. ® CANT. LEGEND U*T TYPE x' DRYWALL UCIOD 10 A w/rExnIRED o PAINTED WEATHER BARRIER RESISTIVE 9re• TYPE 'X• DRYWALL METAL LATH � SCALE: 11/1'•I'-m' FINISH 51 W/TEXTURED 4 PAINTED WEATHER RESISTIVE WOOD SHEATG e� i' THICK, 3 COAT CEMENT BARRIER -2 FINISH HIN DRAINAGE PLANE (WRB PLASTER 4' POSITIVE DRAIN i THICK 3 COAT CEMENT 4 POSITIVE DRAM 6PY IIOCP fY:PCFr] NOTE: 'E: VINYL GORIER BEAD 111wiff n -- PLASTER METAL LATH: LATH TO BE PER SECT ION LATER "1, STUCCO WRAP) VINYL CASING BEAD VINYL CORNER BEAD SEPARATE ACCCEERI86MES ONLY NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD R1031.1 / ASTM C-841-0% MIN. 2,5 L55. WRB LAYER 02 (FORTIFIBER — - — — — — SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP B 11 EDGE INSTALLATION @EDGE INSTALLATION ® COLUMN LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x (W/"L" FLASHING) SCALE, INTO WOOD CONSTRUCTION STUCCO tT� WOOD SHEATHING WEATHER RESISTIVE WRB LAYER III,r i BARRIER, WOOD SHEATHING 2X FRAMING MEMBER 3/ I RESILIENT WEATHER RESISTIVE STUCCO WRAP HAT CHANNEL BARRIER 02 THICK, 3 COAT CEMENT WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — PLASTER VINYL CASING BEAD WRB LAYER 4, FORTIFIBER � .s i' THICK, 3 COAT CEMENT BUILDING PAPER PLASTER 2 1/2' CORNER BEAD 5/8' TYPE 'x• RYWALL METAL LATH FASTENED TO SHEATHING 1 , WRB LAYER �I, D WRAP W/TEXTURED PANTED WOOD SHEATHING '® -I' O.G. MAX. METAL LATH ;� I 1 CCO FINISH J' THICK, 3 COAT CEMENT (2) 2xl2 14EADER ' ? THICK, 3 COAT CEMENT ! i ' WRB LAYER "2, FORTIFIBER PLASTER r ></STUCCO PLASTER BUILDING PAPER ' ' WRB LAYER 01, 6'SELF-ADHERING ' ; METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED WRAP FLASHING h ' '' J' THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD WOOD SHEATHING !EXPLODED IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH DRIP GAP 11D DRIP EDGE WRB LAYER •2, FORTIF15ER INSTALLATION 14 A C O R N E R BUILDING PAPER BEAD OP FRAME WINDOW FLANGE � IMP WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER h 2 1/2' '�'I` CORNER BEAD II\ WRB LATER 51, FORTIFIBER •W8DLV 41 LVD SILVERADO LOT #21 BLK. #13 PmawT/I 03719.000-21131 MOD=- 2795—D GARAGIC 8WING: RIGHT PALM WALL ASSEMBLY DETAILS 150 MPH EXP. B WEATHER RESISTIVE (FASTENER 4 SPACING B 1. O.C.) BUILDING PAPER BARRIER -2 METAL LATH ■ i VINYL CASING BEAD THICK, 3 COAT CEMENT PLASTER J' THICK, 3 COAT CEMENT i 5/8, TYPE 'X' DRYWALL METAL LATH PLASTER fl W/TEXIURED PAINTED FINISH WOOD SHEATHING CWSELF-ADHERING ' • L i' THICK, 3 COAT CEMENT HEADER/BEAM GMU FLASHING f PLASTER VINYL CORP. 4• 5/B' THICK, 3 COAT CEMENT DRIP GAP NO OV23 A. �� VINYL CORNER BEAD POSITIVE DRAINA PLASTER APPLIED it GAP IN FIEL.D.2 DIRECTLY TO MASONRY DATJQ: WINDOW FLANGE DA=, 12/7 VINYL CASING SAD NO/20 (SHOWN FOR CLARIFICATION OF DCALM 1/4"=1'-O" SEPARATE ACCESSORIES ONLY) 1q-B CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW sue,, 11 RIP EDGE INSTALLATION ( FRAME, NO BAND) W A 3 ' WOOD SHEATHING -'WRB LAYER h, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER — METAL LATH i' THICK, 3 OAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER WILDING PAPER lit METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 'I, — STUCO WRAP VINYL ANGLED WRB LAYER 02, R BUILDT PAPER METAL LATH — i' THICK, 3 OAT PLASTER —C 6'SELF-ADHER FLASHING — DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW 15 C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD, VINYL CASING BEAD Yi GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER a STUCCO TO 12, SIDING TRANSITION LAYER FORTIFIBER BUILDING PAPER SIDING? �WRD �— WOOD SHEATHING WOOD 5HEATHING W"= LATER -1. \ \ WRB LAYER "I, STUCCO WRAP STUCCO WRAP SEALANT WINE \ - CASING BEAD Fi' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) 2x FRAMING MEMBER � TRlCTN7N V— WOOD 6FEATHNS G4RRIER wIlATww �616TIVE 1 N / \ UVixIIVEALLAl 6IDINQr � \ 6 HERNG FLAGWM ti�M i2RRG 6 -5 DER �616TIVE STARTER STRIP / \\ \\ u"THER IREMOTIVE BAPM\ \ _ 6' SE—ADFERN6 04 \ - �ALv D METAL dJW.YD METAL — 'r FLAGHNG W PLASHNG an p&xO TRBT MENDER / 41aOD61R11`1 Q, I OR APPROVE6ET CAbM SIDING TO STUCCO ® BLOCK TO FRAME U TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, WOOD CONSTRUCTION MY" STUCCO WRAP YD 6HEATHN6 UWATI-m R 616TIVE-__ DARRER'1 WEATHER RESISTIVE --- DARRER 4 WRB LAYER 02, FORTIF15ER X,,"U'P81D1NG--.- BUILDING PAPER RM9 --� R.Am� METAL LATH 6TARTERSTRIP —X (EXPLODED 1' THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = I' -C' =66T MEFDER [WIC FR RRIODE PVC PPLA6Awwa SW-APHERINa BARBER WRATHIER BARBER \ — WEATHER P EO16TIVE BAWL WR 9 TO LAP 6' MN. ABOVE TOP OF 'r PLA6HN6 7 `rWaATHER RE615TIVE BARRIER '1 L WEATHER RESISTIVE BARBER 7 / WEATHER RE816TIVE DARdER , (avw ERERRO LE PNC BACKSIDING TO STUCCO \-umATHERIMINGTIve ® FRAME TO FRAME BARBER I� TRANSITION lA THICK, 3 COAT CEMENT PLASTER METAL LATH i ORB LAYER 62, FORTIFIBER BUILDING PAPER F-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH , I WRB LAYER 02, FORTIFIBER BUILDING PAPER I WINDOW FRAME WOOD SHEATHING i , i , i i i WRB LAYER 01, I STUCCO WRAP I I 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN 11 FLANGE 4 BUILDING WRAP % BUILDING WRAP ---------------------------------------------------------------------------------------------= �� Z BEAD WINDO W CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — I R C NITECTO 6 GDesign rou LLD. 1941 R. RVRNLV RWV/UY J LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd"rgroup.mm AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLOMDA 33634 PH: 8138662828 FAX: 813 268202 l0pn UNDIV. ae LOT SILVERADO LOT #21 BLK. #13 ROJDCT/I3719.000-21131 MO 2'95-D GARA039 BMWO: RIGHT PAOM WALL ASSEMBLY DETAILS 150 ^H EXP. B 11!ff DA rpluarr12/7/20 8CAIM 1/4"=I'-O" BlEc" WA4 CUT HOUSE)tRAP AT 45' ANGLE IN wouED •I• CUT N i HoueEww LINE OF WINDOW OPVNm APPROVED NOUSEURAP OVER SHEATHING, OVSR WD STUD WALL STEP 1 INSTALL S'- 6ELF-ADHERING F-40wm OVER NAILING FLANGE JAM06 EXTEND PLASHING MN / P BELOW GILL \7/` FLEXIBLE FLASHING DO NOT MAL BOTTOM FIN STEP 6 TEMPORARILY POW -UP / SEC HOHBEUSAP (O TUCK RAP U D at HEAD FOLD IN AT J4 SLOPE SILL It ALIGN PLAWNG SV INT. EDGE OF NLL MO. T$GUNICALLY FASTEN PANNED EDGE&(CAP NAILS, STAPLES) INSTALL OU P40W F-E)GHRAP AS TF FLASHING AT THE FOLD NOU6B RAP DOWN (TAPE DIAGONAL CUT 1 ACROSS HEAD HEAD OF WINDOW PPLY h•NOK- 4WINUOW DEAD V SEALANT AT AM06 AND HEAD a IPPLT TO BACK OP SIDOU NAILING LAN'aE N LINE W) om OR SLOT& INSTALL SM SNIDE ADHESIVE BACKED FLEXIBLE PLAGNN MATERIAL OVER DRIP CAP JOINT (PWMCTO-WRAP BT-JOWL a EGUIV) STEP 8 � WINDOW FLASHING INSTALLATION DETAILS O (FULL WRAP) SCALE: NTS STEP 4 L R U THE CONTACTORS RESPONSIDILTT TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HO NIMPLAP, SEALANTS 1 SELF-ADHCRRG FLASHING MATERIALS USED DURING CONSTRN UCTIO 2. INSTALL ALL MATERIALS PER MANUFACTURERS UMTTEN SPECMIGATION& WARNINCW, SEALANTS MAT REACT ADVERSELY T NOT COMPATIBLE. 16LEAN AND SEAL JAMB TO BILL JOINTS WITH DONS It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH SEALANT:_ - A R C N I T L C T i 14 6 Groups. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S13886.2629 FAX: 913b862802 BIIIIIIIIIB >sVHDIV �U FAT: SILVERADO LOT #21 BLK. #13 PROjmCT# 03719.000-21131 MODEM& 2795— D GARAOX swMG: RIGHT P"WALL ASSEMBLY DETAILS: WINDOW FUSHIN %.150 MPH EXP. B ®E 2 '1U AR AA,CPA DP TW 12/7/20 SCALE: 1/4"=1'—O" eBEET WA5 - 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN I PEEL 4 STICK i DRIP EDGE 1\ I r 1\\ -1/8' TEXTURED I \\ 1 ' 1 1/8' FINISH • WOOD 1/2' TEXTURED j \\ \ FINISH • CMU �\ \\ METAL FASCIA \ \\ I WRAP Ya' FROM \\ \---------------------------------- O n STUCCO, I' FROM \ \ � WOOD WALL \ \ �EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®PLAN A 1/a' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • Cr-u x METAL LATH x x x x x x x x METAL FASCIA WRAP SHEATHING x x x x x xCMU i ORUX= U1RB LAYER h, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x UM LAYER 02, FOWIFIBER x x x x x x x x x x x x x yr� - BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 BUEi DAND— CEMENT x x x x x x x x x x x x x x x x x x x x x i FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x OI WA OFF p * ©I I ONLY FOR L x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL �lNOT INTO STUCCO) �— I�/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH • CMU ', 2x& SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 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 6'-8' O.G. MAX. 2x SUB -BAND WA¢'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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 / 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 �C��x, x x x x �C�c x SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING,, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT Is ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FIN Gr u�� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslg*mup.com AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813ZW2628 FAX: 813686-2802 S ILVERADO LOT #21 BILK. #13 PRojaQT/I 03719.000-21131 uoa11111, 2795- D oAawon swam: RIGHT PAQWWALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B A a 12/7/20 sCALM 1/4"=l'-O" Wmew WA6 *1W11. 19'-4" 301-8" 1 ! 1 18'1" 27,-2" -x--sy. - - - - - - J TE-1 - - - - - - FM-16X18 - - IF2-30X30 8'4• 10'-3• 3'-2" 3'-2" m 1 i `r 4" CONC. F_ SLAB ~ a w F1-30X30 J� / I N 4" PVC / CHASE / 5 10 9 2" 4-4- 1 i � �z_ J *3 1/2" FM-18X18 EXTEND - J C CHASE FOR ELEC. 0i / ❑ V 1 SLAB 1 1/2" Y n [i"PV ISLAND//� Lu i / w 22'-2" 8'-10" 19'-0" 41 1- 010. i I'? TOP OF SLAB �// TE•1 J i 4 // 12 I i� I / � b I 1 IL 29'4" 20'-B" I I I I I I TE.2 I I I. -- _ii, I I TE2 1.1 iv --- ---- 1.1 � iSl 2'.3" 1.1 m 31 U 5'-6. 2'-8" 2'-8" 2 EXTEND SLAB 1 1/2" 11 iv tv I r .Em:16X16 1.1 N w I g F1-24X24 w -31/2" m x 3 0" FMC-16X18 U 4" CONC. LAB ii-f 2 �I 1.1 FM-16X18 1'1 1jV I 2 3 0" 3 ' 7-8" - 4 +-71/2" FM X18 -16 Y - - F1-24X24 1'1 u FM-18X18 _ T E -1- J 13'-0" T-8" 9'4" 20'-0" 50'-0" SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. b 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. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL ly DRAWINGS. c 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. c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ip C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS in 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, 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 i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6U1 EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW" OVER GENERAL 3 1/7' 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 FM48x18 IV, CONTINUOUS 19, - (2)#Vs (+)0'-0" FMC-16x18 16" CONTINUOUS 18" - s #5 IN CURB VARIES F1-24x24 24" 24" 12- ) 5s #Ss (-8' BELOW GRD TEA 8" SEE PLAN V. -#68 (_)0'-4" TE-2 V. SEE PLAN V. CWC-12X12 12" CONTINUOUS 12" - s #5 IN CURB VARIES F1-30X30 30" 1. 12" (3)#Vs (3) #6. - "BELOW GRD F2-30X30 39' 30" 12" (3) #5's (3) #5's (-)12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" DEC A R C R I T 1 C T 8 GrouoL 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774-4078 www.abdoolgigroup.com AA #: 0003325 I DRAFTING BY: A.B. DESIGN GROUP L INC. 8439ENTER BLVD. 04T333634 -2628 8-2802 SL78DIv. de L.oT SILVERADO LOT #21 BLK. #13 PROJECT* 03719.000-21131 MODEL.• 2795-D GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B 202E DwW 12/7/20 SCALE. 1/4"=1'-O" SHEET si 30" MIN. EACH WAY G MONOLITHIC FOOTING 1, Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND < ti CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS . SPACING REQUIREMENTS GARAGE DOOR w W U w 1p. " Ip� W RECESS U Q _- ° FM s, g� z 8" CMU WALL O 8" CMU WALL I p CORNER BARS, SAME SIZE AS LARGER BAR N w 8' O " 2 +- IN FOUNDATION WITH 30" LEG EACH w U °� TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS 50 THAT THE STEEL REINF. IS CONTINUOUS I K11 to to TOP OF SLAB • SEE SLAB SCHEDULE : - �-.-� +---.uw.—.. ° - VARIE , ,IMATCH AMOUNT OF CONTINUOUS BARS °g ILL CURB FOR MASONRY EXT. PORCH SLAB BAR SIZE 48 BAR OIA. 4" CHAMFER (ISTORY) EXT. PORCH SEE SLAB SCHEDULE TOP OF GARAGE I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 0 AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE ' • • ° #3 18" 6" CHAMFER (2-STORY) 4q 2q" SLAB WI 1/2" ISOLATION 4" CHAMFER (1-STORY) 8" CHAMFER (2-STORY) • APPLICABLE) Z SEE SCHEDULE 30' JOINT (WHERE • • EE SCHEDULE FOR WXD, BAR SIZE APPLICABLE ) Z ° FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY 3G g AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42'• iv NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO K_,1EXTERIOR MONO -FOOTING %EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4"=1'-0" G @GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL 3 „ DOOR OPENING SCALE: 3/4"=V-0" SCALE: 3/4"=l'-Y' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE LJJ O t1 I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"�B" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. t1 SECURED WI? -PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED a g EPDXY. MIN. EMBED PLATE EPDXY 5-tY1" EMBED. MIN. 1fi" OC SLAB W/10d MASONRY GALVANIZED PIPE 8", UNO SIMPSON SPH4 OR SPH6 MAX NAIL IT O/C STAGGERED.ADDITIONAL W/FLANGE @ BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE METAL j SPECIFICATIONS FOR ANCHORS W/ 10d x 1 CONNECTORS NOT _ USE AND COMMON NAILS FILL ALL REQUIRED WHEN NO 4 H " PREPARATION OF U � HOLES, DO NOT USE 10d w to UPLIFT IS PRESENT. w HOLE. tr x 3" SEE SLAB SCHEDULE Of SEE SLAB SCHEDULE SECURE FLANGE TO IZ ¢ cr Q SLAB W/(4) 1/4" X 21/4" `pq p 0' + 0 0 + 0 0 TAPCONS O' Q- TOP OF SLAB TOP OF SLAB •. • 4" CHAMFER (1STORY) °- -- - ' �` • :4 6" CHAMFER (2-STORY) 4! a ° EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL rJ BOLLARD 6 MONOLITHIC FOUNDATION 8 scALE:3/4"=r-a' UPLIFT) 7 scALE:aa'=r-0" SCALE: 3/4"=1'-0" SCALE: 314"-V-0" (W/UPLIFT) (NO LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL a}. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. t ¢ ADDITIONAL METAL m U CONNECTORS NOT m REQUIRED WHEN NO K y UPLIFT IS PRESENT. O 8" CMU WALL e' Z POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) VARIE8 8' 3' e" TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING WGROUTED 0° SLAB SEE SLAB SCHEDULE 1/2"DIA. SIMPSON STB2 BOLTS 5"POF °°�• -a• Z ♦ PAD MINIMUM EMBEDMENT INTO"ISOLATED"COLUMN CELL, 4" FROM ENDS AND °-�� a CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • POURED MONOLITHICALLY WITH -- - r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE hLxorr, m E FOR WxD, BAR SIZE �°'.� FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ' SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 12 DE 9 FOOTING AND COL. PAD SCALE: 1°=�'-o" SCALE:3/4"=V-0" (NO UPLIFT) 10 BLOCK WALL CONNECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" A N C N I T I C T S GroupLn. 341 N. RONALD REAGAN SLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abd••1g18roup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-888-2828 FAX: 813-8W2802 IsROJECT# unDm to LOT: SILVERADO LOT #21 BLK. #13 03719.000-21131 MOD= 2795- D GARAGE sWiMCk RIGHT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = T-0" A R C N I T N C T N jro%1F MROWn LUNUWVVU, PLJZ/OV PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesig igroup.com AA#:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�88.20- FAX: 819�86-2802 9L7HDIV. Jk TAT SILVERADO LOT ##21 BLK. ##13 PROJECT# 03719.000-21131 HODELa 2795-D GARAGE SWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B pACLNW 12/7/20 DATE: 8CAIM: 1/4"=1'—O" SHEET s1.2 TIE VERTICAL REBAR ATO HORIZONTAL Z REBAR W/ 10" HOOK GROUTED BONG BEAM iv VARIES PER ELEV. "- z N <I Q O CLEAN OUT REQUIRED Q FOR INSPECTION m v I 0'-0" FIN. FLR. _ p,a TIE ERTICAL REBAR TO HORIZONTAL _ REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� #3 16 M U #4 #5 24' 30" #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING OFFSET METHOD CONTINUOUS BAR#31ZE 4S BA8 DUI. METHOD HORIZONTAUVERTICAL 2 REINFORCING SCALE: 3/4"=1'-0" #5 BARS a m ED o CMU UNIT DIMENSIONS to ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" DECK A R C N I T E C T t 6 Npown PH: 407.774�078 V FAX: 407-774.4078 www.abdoWgngroup.com AA 8: 000332E III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 813.886.2802 eA MI 9LTHDIV. & LOT: SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 MODEL.• 2795-D GARAGE 8MING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK (2) 2XI2 0 (2) 2X8 BEAM SCHEDULE RRaM INDICATES OPENING BELOW / T.O.B. =TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH/ T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc Psi) SIZE W ZH' REINFORCEMENT STIRRUPS REMARKS T. T. TOP FT MID SIZE SPACING B81 MASONRY 3000 8x8 (1) #5 NA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPLFOAD 0•4^ SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U0 VM M24w $FIG.= wwo 67Y406 WAM wm06 TYPE LENGTH 811E BP8 RCMU TYPE LENGTH III WIT "war 1s12-IT w1sa7 wiw1T wtw27 w264T IF" *-A.IT wa4a MWiT Mmu w3b17 wm-R 74• (42-) PRECAST 2231 74• (42") PRECAST 1O5 io24 ts96 74• (42') PRECMBT iw m1/ 304 4aa4 aw Hm root iw 91m 3m4 4w w1 a1m im 4'-0• (4•) PRECAST Im 4'4r (41n PRECAST 765 753 1300 4'4" (481 PRECAST 1w no w0 1t/ 46m sm am lala 2w aw mt6 46M mm GM V4• (641 PRECAST 1589 f4' Mn PRECAST 02 591 1073 4'4' (W) PRECAST Iw am sm m75 4m 4711 an 1207 1010 m26 40N 4711 6w SW (64) PRECAST 1217 S4• On PRECAST 411 411 746 S{' (a') PRECAST ,ma 171 VN 2w m1/ wt 4112 1014 1710 2w M3/ aw 9a/t 4w V-10' M PRECAST 1062 S•,0' l79'1 PRECAST No 339 616 7.10• (70") PRECAST m am,3107 3M N33 m Mm 3107 3M 41m 94• (78� PRECAST BOS 5.4• M PRECAST �I' SIT 721 400 74• (78•) PRECAST M2w w, V1 M 2w VN w1 mt2 r4• Mn PRECAST 749 T4• (999 PRECAST 424 534 363 r4' On PRECAST 727ao1 m7 am 7a ION. 2w sm am sm W-C (112') PRECAST 554 9 4• (112) PRECAST 92.6 512 230 VW (112) PRECAST um M 21w 2w w/ Is" ,w 2w 2M 10'4• (128� PRECAST 475 10'4• (12n PRECAST 2B4 401 1B0 IWO (126•) PRECAST m t16 1M1 , 2/11 w ,4n ,ms 2w aw 11'-• (136n PRECAST 302 11V• (13n PRECAST 200 452 154 Il-W (13" PRECAST a4 1m to I. I. 404 107 1 ,am 14/ 1Ma" 21m 12-0' (114� PRECAST 337 IZO (144) PRECAST 244 402 137 174• (144') PRECAST w w tt t tw IM 470 .m w w 90 13'-4' (160') PRECAST 296 13'-e (19n PRECAST 217 324 110 17�' (10n PRECAST 414 m wP740. w t Iw 4M 4w M 14/ 1 lw 14'4• (166) PRECAST 279 14'-0r (IfIn PRECAST 205 213 100 14'4• (16n PRECAST w w m w I= H0 425 717 1 ,w 14'4• (17n PRESTRESSED NA 14'4• (IM PRESTRESSED NA 254 91 14'4• (1700 PRESTRESSED m w w w w w w on 1 1131 1764 17.6• (,84� PREBIRESBED N.R. 16'i• (184y PRE3TRE83ED N.R 250 83 1,4• (184.) PRESTRESSED, m 313 4w M a, m m /7/ tw 11 (206') PRESTRESSEDN.R. 7T1• (20I") PR�'IRE98ED N.R 1B4 64 1T4• Ro59 PRESRiE86ED 1w m 406 M M m 192 m m1 Im ,4n 194• (2� PRESTRESSED N.R 19'4• (2 PRESIDED NA 118 62 1S4' PRESIRF.BBED to In m m w 40 M w 6a "1 an 1 70 Iw 21'4' (�B') PRESIR�BED MR 21'-C W69 PRESTRESSED N.R. 125 42 21W (266') PRESTRESSED t1t 204 m w m w 6m w Ttl w m w 7w 22-0• (254") PRESTRESSEDN.R. 224' PH') PRESTRESSED N.R. 110 40 2r-W (�7 PRF8IRF88ED 137 ,m ,w m w w w 61a 4n w w w w w 24'4• (2B8') PRESTRESSED N.R. 24'4• (258") PRESTRESSED N.R.91 33 24'4• (266") lORFbTRE86ED � 121 ,m m 2m a1/ w 4611 41 m w m7 /er M t71 260 410 w am 1m 1m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES• BY CASTCRE7E MAY 2016 EDITION - PRECAST PRODUCT'S BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MIIBNDM 4' OF BEARING PAST EACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DNISION ACCEPTANCE #:. 16-0126.03 E7REr�7N�R1.^'7i R�lRi�m ©o�Ommm NOR�N000NORr3G7 O��Omm mmR� Rf�7RLu70R'^� mRQ�JmR�RfiE7R�R� moo��� N�®omoom i�®0006..."�C� N�Rifc70RE.70®RC7 �m00mNQ*Cul.•. ORi1L7RiC70E�7mF7 �000��Q O�RiE�7NON©RAN ODRi}r7R�0®0 00000®o ONORC�N�NE1Z70R�7 oommmoo ®ORC7RC'�70�0 NRL7NORLuiNOmR�NO O�R�R�7mNE1'0R?'�7 NOO�RC7�R�0 �ORiFu7N0�R�R�i.7 RC7 NO R�7 RCS RCr7 � RC.7 D��R6lR�700 RC,�RC�ORC7RC7©� R�R�:70R�0NORC7 1 ♦ BFi6.1TlOM/1B fiF16.1 TlOMlOB 1 1 1 103 1 1 I= I� ILL m F I.P. LL � m 1 ♦♦ 10'-6" I 1 ♦ I 1 (4 ♦♦ I 1 1 ♦♦♦ I , 0 1 � of ♦♦ � m 1 ♦ I 1 ♦ I 1 ♦ ♦ 1 ♦ I 1 Y 1 1 1 1 1 1 � 1 1 1 6 1 1 1 1 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I? 1 0 l 1-14 I s LLI I UNO, PROVIDE BBt WHERE � ♦♦♦ � rROOF TRUSSES BEAR, TOP OF WALL EL. 9'-4". UNO. � .111 11 1 1 1 1 � 1 I 8F1 I07 1 I 1 I , � , 1 1 1 1 1 i , 1 1 j 8RF14 1 1 � I 1T/0M/0B ♦ ; 1 1 a-0y ; 1 1 1 ♦ ♦ 1 1 1 I ♦♦ ♦Y 1 1 1 ♦♦ 1 8f36-iTlOM/OB 1 1 1 OB 1 t s'4" _ _ _ 1 10" a r_ _ � ___-__� _____BF36-1T/OMl18 ; LIFT BEAM PLAN SCALE: 1/4" = 1'-0" A R C N I T! C 1• ro� uS Grob $41 N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774.4078 1www.abdesl®lgroup.c0m AA #:0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 3A04 TAMPA, FLORIDA 33834 PH: 813488.2828 FAX: 813888-2602 annnu�a lip sysaly ar: I4oT: SILVERADO LOT #21 BLK. #13 PROJECTp 03719.000-21131 1[ODEIt 2795-D dARwdE OWING: RIGHT PwCiE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 12/7/20•T s2 A R C N I T! C 1• ro� uS Grob $41 N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774.4078 1www.abdesl®lgroup.c0m AA #:0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 3A04 TAMPA, FLORIDA 33834 PH: 813488.2828 FAX: 813888-2602 annnu�a lip sysaly ar: I4oT: SILVERADO LOT #21 BLK. #13 PROJECTp 03719.000-21131 1[ODEIt 2795-D dARwdE OWING: RIGHT PwCiE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 12/7/20•T s2 sysaly ar: I4oT: SILVERADO LOT #21 BLK. #13 PROJECTp 03719.000-21131 1[ODEIt 2795-D dARwdE OWING: RIGHT PwCiE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 12/7/20•T s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x8" m 1#5 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 0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NCo AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 5. THE DOUBLE BEAM COINCIDE WITH A LINTEL THE OM BOND BEAM TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" lu #5 CORNER BAR W/ 30" LAP FOR EACH COURSELD OF BOND BEAMBOND IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK Lw A \�. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �F / / _o,S� RHO 8x16 OBL. BONG TOP OF BEAM W/ (1) #5 BAR BOND BEAM g EACH COURSE •\O G 8x8 BOND BEAM TOP OF OND BEAM • E�\� W/ (1) #5 BARJOF 30" TYPICAL F F = FILLED W/ GROUT \AU = UNFILLED GROUT SOLID FROMTOPNOMINAL LINTEL TO TOP OF BOOF OPENINGH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT#5 COURSE BAR IN BOND BEAM /BEAM SEE NOTE 5_�16T/11V1/B ��j// 8 PRE -CAST ONCRHEGIHT 81NTELW/(>)#5 BAR L LENGTH OF BAR = WIMASONRY CORNER # OF #5'3, TOP OPENING-2IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE Q/y2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/ M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCR AND XFXX- iT/OM/061NDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: IS THIS ENGINEER'S INTENT 3/4"=1'-0"IT TO PLAN FOR LOCATI AND XUXX - IT/1M/OO INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3116 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN I 145 MIN SHAWINDOW 300MIN EMBEDMEZE SIZENNT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-i14" EMBEDMENT #5 BAR BENT AS SHOWN 319' 2x6 (MIN 2 X 3) 2-3/16 TAPCON , .4 OR DRIVE PIN (MIN SHANK WINDOW WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" `i• EMBEDMENT 4 TAPCONV N OR DR EIPIN (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 UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT EM TOP BOND BEAM W/ 7116" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS `F ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1/2'=1'-0" 5 J SCALE: 3/4'=l'-O" 3 SCALE: 3/4"=l'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL, ISINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I I'fI 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. 8AR(S), PROVIDE #5 BAR 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 SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=l'-0" GrouoL� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 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: 813-686-2628 FAX: 813-886.2602 SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 MODEL." 2795- D owRwoE av►LrTo: RIGHT PAGE: DETAILS 150 MPH EXP. B DlUN 12/7/20 8CALM 1/4"=1'-O" skmET %s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/6" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY 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✓� . A I A ci A . n r A A n r A A I k 1-1 k k k 'wU t~•') CJt CJ3 --n---N---cur--n---m---Ir Ir n � � � --Inl----au---� � � � � II � � � � q I III � 11 I Gil CJ3TE? � � p � � n CJ5 1 6 s a n x n I 1C n n x M x n ni n n n x n =� CJ5T I 3.1 I 1A AH7 .1 I iI II 1 a s ssas:saemas�ssas a:opaa.�a�s :a�seeempv 'e a a� aaa� a a a a a a aasac'm a ma's a Im aaa a Seams' a �'m aaa� a Fd • tiA I a I I — — — — — — — — — — — — — a a Ia 2V C�TOEENaas� � a NAILED TO ADJACENT �aaaaa a a Saes a a Sam e - a®ja Sama aim c a now a a� - - � - � n a aaaa: a a a aaa01 a maim a aim a as TRUSSES W/ (2)16d COMMON I I 4� NAILS 3 SECURE TO BM. W/ a a_ m ss:a s saees m am®a aa�la a :_� a Gas = — a — = vi = . a aaams a SWSON LTA2 USED TO BRACE TOP OF WALL I I area®saaem a>�aa®aa�a Is sssmea�aaam®asmms=�a =:a: s:=ss:Gam I II �a®:a�aa�ssaama�.m�s:�`s :a�lmdaa®s�sasoa:a ®e a®eaa�s:sssss:sa 6®.iaa�:aa®aea�mee�a�lm�a ®aaa®a — - — - ---------- I a w e ®: Seas a sza a amaa. a . a s�ls a� x e sssam s : n®m aos a Sao a Seas s �_t"� 22.3 s---- :ea�'s�s u s I ATTIC I a ---- �_ n a a>.am � A , m ae. I I Jim® a aaa® a =:ate a maa:.... = elm .... ® s=ve ... Goa aema .... a m � m sea I--------------------J =-----m—a—aa. -- a mare ®m nt.......l.a_ I II �fam>�a P.ea.aaasazs a sea®: aaaee�e�d�a�:ems-6— I I II I I I I I'yar�aa.a�a aa�,�.�a®a®ram I----__ - I PREFABRICATED RIOF II .ea�fl—.— ea—a—aalLi aae:�.a�.�a:.aa=l.� I I I a—.—.a�aaaaa..a.r..�:.®e .� a a��.a�aaa -ate=-----In I I I I I a .—._asaa. - .a.. a Ja—a®.—a_a—asL_ I I a®d...:=....... — — L — — — — — — — — — — — — — — — — — J ........ 22x54 Aa CI ass a aa.aa . ees a g®' I a�a— a>�a®aa�aa®aasaaa� �m RIB■ ■�-- -- AH9 AHl1 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 AS AS AS AH23A AH21A AH19A AHl70 AH15D AH13D AH11D AH9D D1 D1 DI D DGE C CGE FRAMING PLAN SCALE: 1/4" = V-0" A R C N I T I C T R Gro�uuMLL . LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA 4: 0003325 DRAFTING BY: A.B, DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813-886-2802 ammm� BLJHDIV7R8AD :SILVELOTBLK. PROJECT* 03719.000-21131 MID E1.4 2795—D GARAGE BVINCI: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. EI Itfa p2W 12/7/20 BCAL C: 1/4"=1'—O" 9HEmT ICJ 014 A R C N I T! C T t ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFMALLIFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO TRUSS AND (4)1/4' x 2 114" (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, i EACH SIDE WRAPS UP AND TRUSS FASTENER SCHEDULE" GI DE z 1 R NAILS TO GIRDER, PROVIDE 5" MINIMUM. CONCRETE MAY BE ADDEDTO W/ 10d NAILS, 2 ROWS, 3" W/ 8" x NAILS, O/C TO FACILITATE ONE TITEN 2 ANCHORS LINTEL CONT POURED LINTEL MM ' 11 OVER (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" z 4", EMBEDMENT, USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) GCOU Um (16) 1Od x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-W MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. EDONSIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS 1441 N. RONALD REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ IOd NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF WITH (12) led z 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 IOd TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4" x 2 1l4" 1x2, 2z WOOD FASCIA ACCOMMODATE TRUSS A_(i) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 407-7748078 FAX: 407-774L4078 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HD TO CMU AND (12) SOS CONT POURED LINTEL www.a4desil�oup.com 2x SECURED W! (3) i6d }" x 2 }" TO GIRDER AA #: 0003325 GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH ix2 SECURED W/ 10d TRUSSES (� 24" O/C, tut, 2z WOOD FASCIA (2)}" x 5' TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING BY: 12" O!C FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH A.B. DESIGN GROUP AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SOS }" x 3" DRAFTING INC. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. MASONRY BOND BEAM GALV. COMMON NAILS BEAM ,2" O/c SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS SUITE 1004 SEE SCHEDULE TAMPA, FLORIDA 33634 A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. PH: 813888-2828 FAX. 813-8862802 B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U'2705 LBS (2 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN) 2" COVER 8 2" APART REPAIR OF MULTIPLE 1A 1B 1C TYPICAL TRUSS/ 1A 16 1 C TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR s ALE: 3/ "=1'-0= GIRDER CONNECTOR(S) 2A 2B 2C 3 � GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2z4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO XARACING IS PRESENT AT LSTA 20 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING WI 10dxt12 HOG NAILS SEAMS) 0'-0" TO 90'-0" (1) "X' BRACE PER VA b EACH H END. TOTAL OF 10 90'-1"TO 60'-0 (3) "X" BRACE SECURE PT. PLATE "X" (1) BRACE @ CENTER l I TO BLK WOL DIA. t7 FLOOR 6'-0" MAX (W/1 X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" GIRDER OR 10'-0" MAX (1N/2X4) FROM CENTER TO END. WASHER SET IN HIGH �anmm�� �✓ 2x WOOD FASCIA, STRENGTH EPDXY 6 - PER ELEVATION SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. y lx4 DIAGONAL SECURE GABLE TO 2x8 r�Y PRE-ENG GABLE TRUSS BTM. CHORD P.T. PLATE W/ 12d's B" PRE-ENG FLOOR TRUSS BRACING, SEE STIFFBACK (AS PER O.C. MAX ED Wl e 5!8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION TRUSS ENG) STRENGTH CLG. BOARD q J >a> MAY NOT BE 20NOd's EACHT. 2x4 TRUSS iv a F- REQUIRED TO BE INSTALLED @ SECURE TRUSS TO TOP PLATE w/ (2) - 16d TOENAILS 10'-0" O.C. MAX. 11 HTT4 W/ 518" A.B. WITH BTM. CHORD OF (: DOUBLE TOP PLATE MIN. 7" EMBEDMENT JT WOOD ROOF TRUSSES �$1 TO Sa.LAB 8 (IS) 16d x 2x4SEE SCHEDULE FOR WA OR 2x6 WOOD BEARING POST NAILS TO POST., BOND BEAM REQ. WALL W/ BY 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• tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER 1/2" GYP. WL. BD. MAX., OR 2z4 BTM. CHORD BRACING END TYPE CONDITION, IF n' a. ,1 -� ° .•e o. 10'-0" O/C MAXSECUREO W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 7 BLOCK WALL W/ GABLE END a. 6 SCALE:3/4"=1R PRE-ENG'D TRUSS SCALE:3/4"=l'-0" 9ZTB Iv° a Lr M SILVERADO GIRDERM/OOD POST CONNECTIONS LOT #21 BLK. #13 PROJECT* 03719.000— 21131 ,/�FLOOR TRUSS CONNECTION @ L.B.W. MODEr- � 5'EDGE CENTRAL SQALE:3/4"=V-0" (NO UPLIFT) 2795—D SPACING SPACING SEE SEE GARAGE SWING. CHEDUL SCHEDULE b E MIN PLAN RIGHT 6" 7" 7" 6" 7" 7" 5" 5" 5" PAGE: a w } a ° THE USE OF ALTERNATE MATERIALS MAY BE DETAILS SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE uJ NOTCH DEPTH,/4"D Cl - 5 1/2" MIN. EMBED. (TYP) HOLE EDGE>518" w 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER BOLTED INTO GROUTED CELLS, B"ALL AROUND FOLLOWING 150 MPH EXP. B < 2/5°D SOL, STUD = Z 2. END OF FRONT AND REAR LEDGER SHOULD OUTER 1/3OF °o f LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS C ECT: SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS DIE C A B � Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8° CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA. x 3" MASONRY SCREWS MAY BE USED, A FLAT OR TWIST STRIP IS NOT E0 B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED, EQUIVALENT TO AAMFj EMBED (22) led 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" 01 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/. -BOLT, 5" BTM. HOLE DIAMETER MIN. EMBED (36) i6d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. PLATE < 3/5°0 DBL. STUD E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL SCALE: 3/4"=1'-0" STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLT SIZE VEDGESPACING CENTRALSPACINO A DOUBLE 2x8 1 /2" 8" O/C 16" OA; B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8"O/C 16"O/C D DOUBLE 2xi0 3/4" 8" O/C 1.. 0/C E DOUBLE 2x10 3/4" 6" 0/C 16" O/C F DOUBLE 2xi2 3/4" 6" O/C 12" O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. PRINT 12/7/20 DATE: 11 ALTERNATE MATERIALS SCALE: 1/4"=1'-0" AND BORING LIMITS SCALE: 3/4"=1'-0" 9iCC= 82L� DGER DETAIL C ��^LE: 3/4"=l'-0" ►J A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGSACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) N16""x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP H SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0" SIMPSON H6 WI (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' OF STUDS PLYWOOD FLOOR SHEATHING g 1. 1 SIMPSON SPH4/SPH6 BTM, FLOOR TRUSS OR PLATE STRAPS W/ IOd z 1 GIRDER TRUSS 12 "HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"-V-0" DBL PT 2x6 BLIVNG TRUSSES W/ IOd @ 3ETWEO.C.EST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2z6 BELOW 8" CMU WALL REINF PER PLAN PER LEV 10 Z OOU 0@5 i�w P R ELEVATION m iX2 FIRE -STOP -y—y— NI #B WOOD SCREWS x 2" LONG @ 3" O.C.;- STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS /q" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING , ON EXTERIOR WALL SCALE: 3/4"=l'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI ASSHOWN IM DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT i6" O.C. AND 8"FROM NI REINF PER PLAN END W/ MIN 5-1/2" EMBED. FLOOR DECK PER ELEVATION Ii3/4" O NALM PATTERN UU Oa' �g5w PER ELEVATION N m 24\Y,4 Ili„ M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. IX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=V-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2z4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 GONT. W/ (4)16d NAILS (2) 2X4.No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: @ TOP OF FLR TRUSS BRACE W/ (3)12tl @ EA. 4'4" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI TOENAIL INTO TRUSS W/ (4)18d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS @ EA, END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5)12d 1'-4" MIN. FROM 2ND. FLR. FLOOR DECK U-0" TO 30'-0" (1) W' BRACE DBL 2X8 LEDGER NAILS @ EA. END LINE 2X6 CONT. W/ (8) 16d NAILS @ BT. OF FLOOR TRUSS 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS "X" 8" CMU WALL TO CMU W/ 1/2" EXP. BOLT NI 16" 8d RING SHANK NAILS @ 4" O.C. MAX INTO BLOCKING (BT. 2X61S FOR WALL (1) BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND REINF PER PLAN AT O.C. AND 8" FROM SHEATHING NAILER) FROM CENTER TO END. STIfFBACK AT ALL END W/ MIN 5-12" EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRE -STOP UPRIGHTS OVER 4'-1 0"HIGH (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION 3 PLYWOOD SHEATHING, SEE NAILING PATTERN "ROOFNJALL/FLOOR _ O ¢ SHEATHING FASTENER SCHEDULE" Kw PER ELEVATION...AkN � JIPERELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24 M PRE-ENGINEERED SEE FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD 1x2, 2z WOOD FASCIA CONNECTION PER NAILER WI FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS @ 12 O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ 2x SECURED W/ (3)1 Bd ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, REPAIR DETAIL I F FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. EVERY TRUSS (VERIFY ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW N HETA-16 @ SIMPSO32"O.C. W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN AT TRUSSES PARALLEL MAX. (VERIFY W/TRUSS SECTION DETAIL 12"O/C AND APPROVAL SECURED W/(2)12d'a@ MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS ' scALE:3/a"=r-a' %�RE-ENG FLOOR TRUSSES 6 W/ HIP RETURN SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE -ENG AT FIRST TWO BAYS 4'-0" O.C. SHEATHING SEAMS) (BLOCKINGG O PRE-ENG'D WOOD SEE SCHED. BELOW fq ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (fYP) @ 24" O.C.MAX ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 518" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA, ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) tOd BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . a. SIMPSON SPH4 OR SPH6 BTM 112" GYP. WL. 80, AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ X4 SE URED CONT. 2x4 SECURED WI (2)10d's EACH FILL FILL ALL HOLES, DO NOT USE 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH POST CONNECTIONS TRUSS INSTALLED MAX. dx 3" EPDXY 5-1/2" EMBED. MIN. @ 16" TRUSS/WOOD 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O - Via• TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" A - SIMPSON MTS-12 U: 990 LBS W/ (14)1 Od GALV. NAILS. • S 8-SIMPSON HTS-20 U < 1310 LEIS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8'" A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SIDS TO POST TRUSS CONNECTION @ L.B.W. �_ ,, 9a 9b POSTTO SLAB CONNECTION SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <1_1:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26)16d x 2-1 /2" NAILS TO POST. A N C N I T E C T E 6 Gr esoign. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abd"gngroup.com AA #: 0003$26 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138882828 FAX 813.8W2802 so aanuiu� SVHDm & LUT: SILVERADO LOT #21 BLK. #13 PROJECT# 03719.000-21131 MODEL" 2795— D 0ARADE 8lnNG: RIGHT FAdE: DETAILS 150 MPH EXP. B PRINT 12/7/20 DATE: SCALE: 1/4"=1'-O" BI;EE'T S3.1B • i GABLE-fN0 HIP L A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8,97 PSF (19,97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B* RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w OAS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR Ir2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA, SHANK TENSILE STR. SHANK Bd RI HANK RING 21/2" 0.120" 170000 N SCREW SHANK , 162I RINGS ER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7l16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Z W Z CO U,W Z Q) QU NO (D Z Of m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z QII Z J LL Q U rQ J . IS y a U) CO . . - m Z ! zCD O W Ya S d �O (0 e QJ_ Q � W NU W V) O �w R a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS Rrl(1F CNPAF4TNINl_ ---_mi --_—_v " .11111111 : s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMINO 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B.jN FIELD J\ 1 TH. X4" 1 &U SUU+LUUH UEUKINU ULUEU I U ALL EXPUSEU MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 61h EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 3W WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3N". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. F5 = 1100 PSI AND A MODULUS OF PROVIDE 64#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER AIISLAB&ONGROUND WHERE INDICATED ON ELASTICITY - 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS SEAMS LAPPED 61NCHES AND SEALED VIITN ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 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 FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PUNS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING 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 42. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2 CHAIRS Sf REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Psi AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. 20 psf TOP CHORD -non-oonanent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD --it #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, psf TOP CHORD 211 psf TOP CHORD (7 psf ASPHALT SHINGLES) IT psf w! No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 10 psf B BTM CHORD 5 PET BTM CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WOOD TRUSSES: 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 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTEO-WOOD TRUSS CONSTRUCTION:, AND 'TPIWTCA BCS11" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf 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 =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20p5f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: SOPS}, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH. ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pat, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C 04 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS HATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS RNA- POSITION SWILL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS} S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-12' FOR 05 AND SMALLER 2" FOR Mi AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3I4" FOR SLABS, WALLS AND JOISTS 1412' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S"TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C470, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATIONFE TYPE SPACING REMPAK9 APPLICATION SIZE TYPE SPACING REMAPI(S 14 PT FURRNG TO ED COLL LONG. BOIC GARAGE DOOR BUIX TO MA90NRYICONC. tp"ON, NOWASHER TMCON MASONRY FASTENER "' I1?EMBED., C ENO DUST, 11?EDGESGD.AL. EXT. DOORS 18PT,SEENOTEB NED COIL LONG. ff01C WINDOWIWOWFASTEHED MTO MAEOMYILONC. .—E DOOR BUIX OMASONRYftXX1C. ?Dw.W 1WASHER E(PAIAIDNBOLT N-- A"EMBE0..a"ENo DUST, PEDGE DIET.W.—sDLK —COK wpVDOwrDOOILFAETENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING PT, SEE NOTE8 LONc.ET.... INTOMASDFrmDDNL. MFsaNRYlcoNc. REQUIREMENTS EMIA. BUCK28PT,SEENOTE6 NO WA A 'TAPCON' FASTNER 1. aC 11?EMeEO, e"END. 018T.1112 EDGEWT, NON9EARING W000 WALL TO CONC. SUS 12^ EXPAN— <°EMBED.v°E- wl WASHER SOLT 2P OIC DIST.,Y EDGE DIET. 2v PT WINOOWBULK 0.138°PAF x21le" B"Q'C <"ENO. GIST., 11? 'To STEEL LOL., SEE W/WASHER 9TAOGEREO EDGE DST, NOTES 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 SWILL 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 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, A E C N I T E It T I 6 Dfto n Grou LL, 441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BL SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134 M2628 FAX: 81348862802 BVHDm & LOT: SILVERADO LOT ##21 BLK" ##13 PROJECT# 03719.000-21131 MODEL• 2795—D GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B 11 DATE: 12/7/20 8CALE: 1/4"=1'-O" S 1V 1 m ft 40