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HomeMy WebLinkAbout35897 Morse Willow Ct99 2795-CAMDEN99 FOR: 1B R, HOR11ON 12602 TELECOM C)RIVE, TAMPA, FL 33637 TIM. (813) 740-9720 Fax: (813) 740-9715 ALE 1{iJ T< ....:.. L.: \.'t .i.l "�y'�4t(I�f 7-j Py'"t V lLISV\ter 4gg //4.�.1..,�+�'.-�.y/S1 N C'✓C l � `-:l D E AND THE CITY OF 7Z1FPV-IYR-H1LL-'j OPOINANCES REVIEW DATOUL CITY OF ZEPa1'YF��9 PLAN EXAMINER ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MDMA BMW CODE, MMENITAL, 71g1 gpmON (' -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB MIN. INTERIOR FINISH - CLASS B -LG. -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - B :I -STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AD ADJ. AMP BD AD, CL CAB. C CLR CONc. CPT D. DBL D.G. DIA. DIM, OF. OF. DR. D.S. DTL. D.W. EA SE Y EXH. - FXT. F.G./FX. F.G. FIa. FLR. FLUOR FR DR PTO GA. GAR. DISP. G F.I. C.L. GYP. BD. HB. H.C. MR, IITSUL IT O T. ORREVIEW INT.INTERIOR ABOVE AIRCONDITIONINGme. ADJUSTABLE ALTERNATE BOA'F12AGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET TTCTHE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAII. DISHWASHER EACH EQUAL EXHAUST EXTERIOR I=CLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCHDOOR FOOTING GAUOE GARBAGE DISPOSAL. GROUND.FAULT CIRCUIT GLASS DPTER GLASS GYPSUM BOARD ROSE BIB HOLLOW CORE HEADER INSULATIONw�. LAY, M.C. MIN MIN. M.T. MTO MIL. FITS. O.C. PL PCB PLT. PLYWD PR P.T. R. BAD, REF. RIX. RM. RO. S.C. S.O. SR SHIHG. SHWR Sim. SL. SL. OF. STD. SWS TEMP. T.O.C. TO. T O.P. T.D.S. TYRU.N. U.N.O. VP. W. WDW w.l. LAVATORY LUMINOUS MEDICINE, CABINET MANUFAcruRER METALT METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUHB TT PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIGER TORILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EST DR SMOKE DETECTOR s eeLr HUNG SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TE&IPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WINDOW I �a�aTER WROUGHT MON DATE DESCRIPTION 08re6n6 CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 06415/19 ADDED 150-C ENGINEERING PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2D-FRONT AND REAR ELEVATION "D" PG A3D-LEFT AND RIGHT ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 01/25/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN O'I/25/19 FIXED DIMENSfONB FOR STUDY AND DINING ROOM /02AS REvISE SOFT CALCS 10/14AS UPDATED LED LIGHTS PER D.R. HORTON 10/30/19 UPDATED LED DETAIL E3UESE+LEB PER DR HORTON 11/"/19 ADDED FOUNDATION ON GARAGE BEARING WALL 02/03R0 UPDATED SIMPSON CONNECTORS I.LA. USP nAmw ADDED 150-D ENGINEERMG STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CAW.rS REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS 3/9/20 ADDED FRONT ELEVATION F' PER D.RJNORTON IST FLOOR LIVMG 2036 SQ. FT. GARAGE 619 ea FT. a bS 8Gi FT. COVERED LANAI I93 SO. FT. TOTAL 3,113 SR FT. 1/14/20 CHANGED ROOM NAMES PER DAL HORTON 01/21/21 REDLINE CHANGES FROM ENO. FOR 2020 CODE CHANGE 01/29/21 REPATHED XREFS FOR THE 2020 FBC STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG SIAA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG 92-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.lB—DETAILS PG SNl-DETAILS PG SDl-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBHdTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE %BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813-886-2802 z o aUBDM Se LOT SILVERADO LOT #4 BLK #16 PROJECT* 03719,001-04161 340DEL: 2795-CAMDEN" GARAL FTWiNG: PAGE: COVER SHEET 15 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 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, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE 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 D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER 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 ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V 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 5l 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Yr4NCH 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 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 T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P30052. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBGR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S 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 / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 9LJ13DIV & I.OT SILVERADO LOT #4 BLK #16 PROJECT* 03719,001-04 34ODEL" 2795-CAMDEN" GARAGE 6WING: LEFT PAGE: GENERAL NOTES 150 MPH A . B REA OF ATTIC ET FREE VENTILATION AREA REQUIRED _QUIRED VENTILATION AREA NTILATION AREA X SQ, INCHES PER FT. (144) N. REQUIRED VENTILATION UPPER PORTION OF ATTIC RIDGE VENTILATION AREA OF VENTS REQUIRED 3972 SQ. FT. 1/ 300 = 3972 /300 = 13.24 1906.56 SQ. IN. .S X 1906.56 953.28 SQ. IN. = 115 SQ. IN. PER VENT 953.28 /115 = 8.28939 .AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG ( EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 6' LAP SIDING TYP. HEEL�NCaT. V-4' BRG. HGT. 5' STUCCO BANDING TYP. FOAM CAP ❑L�'' STONE �L VENEER 0'-0' FIN. FLR 0'-5' Cs D MI FRONT ELEVATION-D TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS HGT. BRG. HGT. VENEER FIN. FLR GRADE (MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813.886.2802 LOUVER DTL. A SCALE: VT . I'-0' STLICC6 IBAND KEYSTONE DTL. B SCALE: I/2 . F-0' OFF RIDGE VENT ------------------ \ -�5 V-4' BR3. HGT.s BRG. W.T. 9'-4' BRG. HGT, STUCCO BAND - - � RAISED � CM TO 9'-4' AFF. EL lLE I , STUCCO ?' FINISH 0 0 m FOAM CAP 0 ) 0'-0' FIN. FLR�y 0'.0- FIN. FLR ) 0'-6. Gi6DE7 IjT Jj - - - --- ----------- ---'--------. -- 0 -8 G D (MIN.) ) REAR ELEVATION 9 STONEVENEER TEXTURED FINISH I v v ) 0'-0' FIN. FLR _ --_------------------- COLUMN DTL. C SCALE. VT . I'-0' S'-4' Bpi. HGT. 9'-4' BRG. I-GT. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 0 i0 ------ ------ ------ ------ ------ ------ LEFT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT -------------------- - ----- ------ ------ ------ ------ RIGHT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 3'-4' BRG. HGT. oS'-4 0'-0' FIN. FLR _ 0 -8 GR DE IMiN.I 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813-886.2802 9UHDIV. 10 Lo SILVERADO LOT #4 BLK #16 PROJECT# 03719,001-04161 1#ODEL' 2795-CAMDEN" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION "D" 150 MPH ELECTRICAL LEGEND DESCRIPTION ANDARD SWITCHWAY SWITCH WAY SWITCH 'MER SWITCH SH BUTTON M SCONNECT ERM08TAT GLE RECEPTACLE (125Y/20-AMP GLE POLE)V DUPLEX RECEPTACLE V DUPLEX RECEPTACLE (EQUIPPED ITN GROUND FAULT NTEIRUPTEWTAMPEIR RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOFASH RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR "IOUNTED) (4 WIRECTOR) ATED RECEPTACLE OUNTED LIGHT G MOUNTED LIGHT NT LIGHT 4m*2ECEPTACLE LICONCE PRE-WIREAN WITH LIGHT (I CFM PER 60. FT) LIGHT FIXTURE B LIGHT FIXTURE B LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN }�ACER CABINET LIGHT ® 'x4, FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE 1IOUNT) 'x4' FLUORESCENT LIGHT (RECESSED) • O GE88 LIGHT no CE88 LIGHT (VAPOR PROOF) EILR4G MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) METER (FIELD VERIFY— FQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) EIL94G MOUNTED RAN B NT FAN (l GFM PER BQ. FT.) JACK N� DETECTOR (WALL MOUNTED) O' DETECTOR (CEILING MOUNTED) ® D DETECTOR C I I M T MIMETIED ® OUTLET FOR GARAGE E N V JACK •-� PORT • LOC TION4 PHONE OUTLETS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 5 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Tth EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EX14AUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 'kh EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Tth ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR NTH ED (202OX • ,ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15A OF LIGHTING MUST BE ENEI6.sY EFFICIENT TYPE PER NBC. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. Tth -� ---- r� ( ( ��l CFI COVERED LANM - r-----------i T BEDROOM 1 '(t PRE -WIRED C CLG FAN F,xTup Q LED LIGHTING LED LIGHTING /�___ s'-5 ,'/ 5'•5• ® SINGLE LAV. @ SINGLE LAV. v `�\ �/ IUP 1 LAUNDRY ROOT( BATH MULTI-GEN BEDROOM BATH \\ 1 GFI / CLG FAN \ \ ---- ----- ------------------- ---------------� SD.O 4'-4' 4'_0•� 7-7 --- GREAT ROOM 20 p I � L °OIEITLET_TE .4 D I \ / FOTRLM{{r�c_RD �/y�,-yam- � PRE -WIRED / - GFI // Fir I _ —'1' - - rt CLG FAN ��\ I /• I KITCHEN 11 Q7 r- - - - - - - - - - -I L - - - - - - - - - - - - - - - - - - - J MULTI—GEN I _ BEDROOM _____________ ------------- r 1 -PLUMB rr I 1\ DINING \\ �L_ ' I \\ ROOM PRE -WIRED \ Li ---n / I I \ CLG FAN i LAUNDRY kil CLG FAN SD. PRE -WIRE I------------- r----------- j -�sD/co��. 1 I I SUITE / 1 - - I 1 --- v-------- BEDROOM 1 d - IF \ \ I I I _ CLG FAN I / \ I �vq L - - - - - - - - - - - - - - - tl 1 - ° \ 11 PRE -WIRED _ - CLG FAN ' 1 G7144' ---- ' I LED LIGHTING AFF I. 44' I I AFF.----I�\ a C DOUBLE LAV. 1 BOLLARD LED LIGHTING PER BLDG. BATH I ; \ \ AS REEL VP "' Cam? DOUBLE LAV. I \ � WALL MOUNTED - - - I \:-Z PROVIDE 3 2ro a, I ti. a Gr•D 2" CONDUIT OR LIGHT W/SWITCH IN \ CODE s�{ BEDROOM 2 AND 3 BATH PROVIDE 3 4ro AL, 1 -4 AL GNO IN 2" CONDUIT. I \ \ ATTIC I \ I \ I (CONDUIT TO TER'IINATE ACOVE SOWIT • ovERHANw 3—CAR \\ \I,O% 200 AMP ELECTRICAL RISER GARAGE I \ L NOT TO SCALE. GOMpINATION SERVICEGENERAL NOTES, 200 AMP A. ELECTRICAL MATERIALS NC INSTALLATIONS DISCONNECT �� T - - \ SMALL COMPLY U2TN ELECTRICAL PROVISIONS OF M NpT� AND MLO -'------- % I (s'� \ PRE -WIRED THE PGCa 17Y.1 EDITIM(2dW1 LOCAL CODER. AND ELECTRIC PANaL ,p• \ CLG FAN ALL LOCAL ROAR COMPANY REOUIREMENM. METER N NEMA CLG. GFI OUTLET (CLG. GFI OUTLET / \ FOR OPT. I FOR OPT. / I \ \ UNLESS NIOTED CONDUCTORb SMALL BE TYPE ttNdUTNAIN 200A/2 3R ENCLOSURE METER GARAGE DOOR (GARAGE DOOR// UP II moo FIELD OPENER 1 OPENER/ GFI I I eTEEILev1E u VERIFY NdION LOC. B- GFI I / P.B. FOR b eNrrw+cE OERVICE IRRIGATION 1 / 111 CHIMES PouIER coM1•ANY EGU"R-MT ENTRANCE OUTLET 1 / BEDROOM tivv+ePOR'ER EGU INTERSYSTEM OGNDMG TERMINAL AL AT AT GRADE I LCIU VOLTAGE CONNECTIONS Jo M ENTRY I PROVIDE 2" AMP, 20/240 VOLT, I PHASE 1 -4 CU SERVICE GROUND - - - - - - - - - - - - - - - - - - - SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE 7/0 COPPER (CU) N 2"! DIA SCNE;DULE SO PVC ENCAMP POOTER STEEL PER CONDUIT OR PROVIDE -4/0 ALUMN" (AL) N ELECTRICAL PROVISIONS OF - - - - - - - - - - - - - - - - -APT. ELECTRICAL PLAN S"DIASC6EROVIDE MY THE ELECTRIC OPT. OPT. SERVICE IS PROVIDED MY THE ELECTRIC POOR 'ITN EDITION [2m2m) COACH COMPANY. COORDINATE UATH THE ELECTRIC S/S" CIA X • FT LONG COPPER LIGHT LIGHT SCALE: 1/4' • 1'-0' COMPANY PRIORTO IND. CLAD OROU D 000 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774407E www.abdesigngrouP-com AA S: 0003326 DRADGROUP A.B. DESOUPDRAF.5439 BEAUMR BLVD.SUTAMPA, F634PH: 818FAX: 812 avaDm ae LAT SILVERADO LOT #4 BLK #16 PROJECT# 03719,001-04161 279 -5 CAMDEN" GARAGE 9YRNG: LEFT PAGE: ELECTRICAL PLAN 15 H EA HB I O O I I I I I I I I I I I I I I I I � -5 12'-II' r----------— ___________ ______, I I 42'x 60, I I C TUB o O ° II � I 0 160 �• I I .9 I I I I V _ LAV.IQ Q -91' 2'-9' nl I' OPT 1 °' _ IMF. 'v I {� PRE -PLUMB----- ------ ------- I I•� 'LJ jN jr KITCHEN SINK W/ l� v AUTO VENT IOP� 2' vTR 2' VTR m I I ilWc�'ii I I I I L I — — — — =__- I 2' 2' VTR 1/2' — D. I 3. _ II I -------�I IL--- I/2'LAVI/2' 20,.3,2, I If!' 11/2' 2' VTR29'-9' 2' VTR LAV 111/2" 3PRE- TUB O W. PLUMB 2' 11/2' WC 3 LAV L.T. 2' 3'2'SH UC 2 Mfs. WC 3, SINK LAV I I AV. CO IL_— _ I J I WG. 2' TO Y'17c) PLUMBING RISERMAIN IILrc N I I I � I m � ® Q mmJ F s C i W. in 20'-0' I � o I I _ - HB I I •O I PLUMBING PLAN o SCALE: 1/4 ° I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 813aM2802 SUBDIV. & LOT: SILVERADO LOT #4 BLK #16 PROJECT} 03719.001-04161 MODEL: "2795-CAMDEN" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150/mAu E^ B ■ HVAC NOTES MECHANICAL PLAN SCALE: 1/4 • 1'-0' I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED CF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM$ SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) 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 FIR? 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 1TH EDITION (2020) 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. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (4j THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP SUCTION AND LIQUID OR EQUAL AIR SUPPLY y REFRIGERANT LINES AIR HANDLER----y EXTERIOR WALL 4' CONCRETE SLAG SECURE STRAP TO UNIT IS l2) 'BXI I/4' SHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER U N I T EVAP. TRAY---,y PVC SLEEVE TO LINES BELOW SLAB ? 'IFRETURN REFRIGERANT LINES TO CONNECTION TO PAD PLATFORM CONDENSING UNIT NOTE: MAIN C0ND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COUNTERSUNK SCORIATED NICKEL FIN. FLOOR C.O. PLUG BRONZE FL. PL. OR WALL SEE SPEC. 6 r-$•x$• CONC. BRASS PLUG FIN. GRADE ��—FITTING OR PAVING OR EXTENSION TO FITTING OR SOIL OR WASTE AS EXTENSION SOIL REQUIRED OR WASTE AS WADE 8240-K JOSAM 86000 REQUIRED INSIDE I--- SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN NEXT. GROUND CLEAN -OUT (TY 1441 N. RONALD REAGAN B—. ORLANDO, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M-2628 Ilik FAX: 813-886-2802 awimm as L.o'r SILVERADO LOT #4 BLK #16 PROdSCT* 03719,001-04 14ODEL.• 2795-CAMDEN" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 15 M H E 2X4 TOP PLATE PRE -FAD TRUSS 1,12' CLG. BOARD --- Z' - r V2' DRYWALL —t T)Pr SECURE DT. — PLATE TO SLAB W/ 10d MASONRY NAIL P 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS 024' or_. SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON-BRG.) D1 SCALE: 3/4'.1'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PSCR W511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/gyp MTL. DRIP EDGE 2. FASCIA PER /I� I -0 TYP. ELEVATIONS / I ON. VENTED SOFFIT I/Y THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLRIL LJIA. 7LCC VC, D NOT CUT EIOND SEAM SOLID GROUI W/ (9- 05 (2) COURSE DO NOT CUT THE 5OND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PER ELEVATION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 0 24' O.G. 8' CMu I/2' GYP. WL. BD._ WOOD BASE — • a° a a. •a 4'. n W/ WINDOW OPENING n FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY .k 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 'I-16 IN ACCORDANCE WITH F5CR 2020 NTH EDITION, SECTION R301.13 AND 1603.5.1. TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE' 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE WITH F5CR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. m'[ roR PAs LWi . w. L 2B GAS LINE THRU BLACK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT- L— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR IV 8' cMU - III �D SAL.V. sTooL TRACK SRACOM" PASTRMW TO WOOD JAPE PM mom% T CIALY, STIB L IOVW"AD DOOR APP"OVAL FM Y TRACK DY OTMm PASTWAD TO !KI TRA= NRACK06 Roar w p"po c7 APPROVAL PWQ %"� GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' i 2X4 SPF 24' OL. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH � 7-7---�- PER STRUCTURAL DETAILS L .® Lim ` /1 PRE-ENG WD. TRUSS — 2x RAT RUN SECURED PER STRUCTURAL J � STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. SOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEAT14MG THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET ON]. SECURE PER FASTENER SCHEDULE ON SWEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-I6 IN ACCORDANCE WITH FBCR 2020 a a NTH EDITION, SECTION R301.13 AND 160S.5.1. n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: r5�1-STORY GABLE BLOCK WALL METHOD TON USED FOR THE INSTALLATION OF ROOF D1 SCALE. 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE F5CR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D456S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813-SM2802 9UHDrv. ae L07il SILVERADO LOT #4 BLK #16 PROJECT# 03719,001-04161 34ODEL 2795-CAMDEN" GARAGE SWING: LEFT PAGE: DETAILS 15 PH MEL 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (V V2' X a' J-COLT WV 4' MIR EMBEDMENT W/ 2' X 2' X IM WASHER 4 NUT OR UV 111 Z X i' ANCHOR DOLTS X VD• WASHER 4 NUT ® r8ECURE2x4 TO ELK W/ m 0 1/4' TAPOPNS 1 V2, EMBED, i' OG, 4' END DIST, 1 1/J' EDGE DIET. A BIDS& o 2X6 GARAGE DOOR MUCK SECURED WV 111112' X 6' J-MOLT OR ANCHOROL MTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/6' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN a' OF THE STM, (3)EVENLY SPACED. O" NOTES, ALL ANC 40M SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION NSTWCTfONS WERE AIl/JJ IN ITIn TfbJ6 AR@ M[ ATRI�T GARAGE DOOR 1 BUCK ATTACHMENT 4L'JL. N'•M1O' a' cm VJ' DRYWALL Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EMEND 1-1/4' INTO P.T.4' PNAILER CK BLOW/ 3A6• TAPCONS DOOR CASING (MIN SWANK SIZE .145 MEN. HEAD 512E 300 MIN. EMBEDMENT 1-1/4' WITHIN a' OF EACH END DOOR JAMB OR WINDOW 4 16' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +3/4" OR +5/4" A NDOW TO BLOCK +3/4" OR +5/4" 2X4. 011 SECURE TO BLOCK UV 3M.' TAPGONS (MRL SHANK SIZE .140 MIN. HEAD 512E JOm MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 la' O.G MAX 6PACMG 2X6. SECURE TO BLOCK WK2) 3A6' TAPCONS (MIN. SWANK SIZE." MIN. HEAD SIZE 300 MM. EMBEDMENT 1 V4') i. CMU WITHIN 8' OF EACH END 418.O.G. MAX SPACING IR' DRYWALL 2X81 ® I'X4• SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 DOOR CASING (MN. SHANK SIZE .146 MR HEAD SIZE 300 MR EMBEDMENT I 1149 WITHIN a' OF EACH END 4 18' OL, MAX OPACW' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2- r,-N_WINDOW TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/16' TAPCCN5 (MIN. SHANK 61ZE J45 MIN HEAD 512E 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 W OL. MAX 6PACMG. 2X6, SECURE TO FLOCK WH2) 3/16' TAPCONS (MIN. SHANK SIZE 14D MM. HEAD 512E 300 MIN. EMBEDMENT I V4') WITHIN 9' OF EACH END a' cm 4 18' Or- MAX SPACING. 2Xa. ® ❑ 1/2' DRYWALL SECURE TO BLOCK WK2) 3/16' TAPCCNB I'X4' P.T. NAILER (MIK SHANK 812E .145 TM' 013D. X 4' MR MN. HEAD SIZE -SM MN. EMBEDMENT 1 1/4') DOOR CASING WTHM 6' OF EACH END 411. OC. nAX 6PACRYs DOOR JAMB OR WINDOW ATTA04 TO 2X PER MANFACTU11E5 DETAILS. NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" /'�WINDDOW TO BLOCK +1 15/16" 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS, (MIN. SHANK 612E J4a MIN. HEAD SIZE 3" MR EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 W Or- MAX BPACMG. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWR XAG14 NON-STRUCTURAL IUK2) 3/16' TAPCONS 3/16' TAPCON MIN 1-114' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 912E 300 MN, EMEIEOMEIIT I V4') WITHIN 8' OP EACH END a' cm 4 16' O.C. MAX SPACING. V2' DRYWALL 2X8, ® D SECURE TO BLOCK I'X4' W02) ME,* TAPCONS P.T. NAILER (MIN. SHANK SIZE 14b DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH e4D 4 18. O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" r "11FINDOIP TO BLOCK +2 1/4" 2X4, 1211 SECURE TO BLOCK WAS' TAPCONS (MIN. SHANK SIZE .145 MRL HEAD SIZE 300 MR EMBEDMENT 1 1149 WITHIN a' OF EACH END 4 IS'Or- MAX SPACING 2X4, 101 SECURE TO FLOCK W/ 1/4' TAPCONS (MRL SHAM SIZE J45 MIN. HEAD SIZE 3" MR EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W O.C. MAX SPACING. 2X6. ® 2X6. SECURE TO BLOCK SECURE TO BLOCK WK2) 3/U.' TAPCONS WY2) 1/4' TAPCONS (ME1 (MIN. SHANK 612E J45 SHANK 512E 145 MIL MIN. HEAD 612E 300 HEAD SIZE J00 MIN. MM. EMBEDMENT 11/49 EMBEDMENT1 V4') WTHM a' OF EACH END 4 IS' O.C. MAX 6PACMG 6• CMIIU WTHM 8' OF EACHI END 4 li' O.G. MAX SPACING. 8, CMX! 2Xa. = D ta' DRYWALL 2XS1 IR' DRYWALL SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' W/(2) 3A6' TAPCONS P.T. NAILER WK2) V4' T761M." P.T. NAILER (MIN. SWANK SIZE .145 DOOR CASING (MIN. GWANMIN HEAD SIZE 300 MIN. HEAD 0 1AV OAS. X 4' MIN. MRL EMBEDMENT 1V4') MIN EMBEV49WhIM i'OF EACH1 END WTHM 6' END DOOR CASING 4 16' OfC. MAX 4 10, OZ. MAX 8PACING DOOR JAMB OR WINDOW 6PACMG. DOOR JAMB OR WINDOW DOOR ATTACH TO 2X PER TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" OsrNnnw TYM wrnrrc .H.9" 2X4, ON SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN. SHANK SIZE J45 MIN HEAD 512E 3W MR EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 10' O.C. MAX SPACING NOTE. STRUCTURAL 2X MUST BE 2X6. = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WM2) 3/16' TAPCONS 3A6' TAPCCN MR 1.1/4' (MR SHANK 517E MS EMBEDMENT INTO BLOCK MK HEAD SIZE 300 MIN. EMBEDMENT 1 V4.) WITHIN a' OP EACH END 8. CM 4 I•' O.C. MAX SPACING. V2' DRYWALL TXS. ® I ' VX4' SECURE TO BLOCK urr P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) 2ND 2X SECURE TO STRUCTURAL WITHIN 6' OF EACH END MEMBER WK2)2d WITHIN 6' 4 19 O,C.MG. MAX OF EACH END 4 6' TO 8' O.C. MAX 6PAG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" r.MNDOX To BLOCK +2" NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" /;.1WINDD011 TO BLOCK +3 7/16" 2X4, SECURE TO BLOOK WV 1/4' TAPCONS (MIN 614ANK SIZE J4S MIN HEAD SIZE 300 MRL EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 W = MAX SPACING 2X6. SECURE TO BLOCK WK2) V4' TAPO" (MN. SHANK SIZE .Ha MIN. HEAD 61ZE 300 MIN. E11890MEW 1 1/4') WITHIN 8' OF EACH END 4 *'DC, MAX SPACING. 2XS, SEGUE TO BLOCK W/(2) 1,14' TAPCONS (MIN. SHAY SIZE 145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WTHM a' OF EACH END 4 E' O.C. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCCN MIN. 1-1/4'EMBEDMENT INTO BLOCK L�1 a' cm 1/2' DRYWALL El-.T. P.T. NW. AILER ^I I I' P.T. X 4' MIN. T4 r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n1RND0W TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA 111: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 8138862802 SIU13DIV. 4iC LOT: SILVERADO LOT #4 BLK #16 PROJECT# ]%ODEL' 2795-CAMDEN" GARAGE SWING: LEFT PAGE: DETAILS %11.150,*PH E PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLp MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENSCORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: OS/05/ZD21 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813-886-2802 I3VHDIV. /c LOT SILVERADO LOT #4 BLK #16 PROJECTHIT 03719,001-04161 I4ODEL. 2795-CAMDEN" GARAGE BITING: LEFT PAGE: PRODUCT APPROVAL LISTING 150 H E . B PREFORMED CONTROL JOINT� FLMVE OF CONTROL JOINTS Td BE IUIRED TIED TO LATH • 9' Oa MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX16TS BEYOND EXCEPT 6TAPLE6 W( 6ETEMP 1IRO G1 CON R01OIN. DURING INSTALLATION —� FASTENERS TO ISE SPACED • 1' O.G. MAX VERTICALLY J' THICK 3 COAT CEMENT PLASTER WRB LAYER 9, FORTIFIGER BUILDING PAPER APPROVED METAL LATH FASTENED 01' [VERTJ Or— MAX AT SUPPORTS WRB LAYER 9, STUCCO WRAP WOOD SHEATHING WAMIM LATH SHALL 15E CONTIWJOUB THROUGH CON JOINTS BUT BE STOPPED A _ TIED AT EACH SIDE. PROVIDE 2X4 BLOOCMG PER ASTM C1063 PLACED PLAT MAX. 6' TO 8' FROMCONTROL JOINT UIFIEN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR\ i / STRUCTURAL STUD STAPLES M COMPLIANCE uV ASTM CIE63 2. MINE TES TO BE (NO. 16) 00418' WRE / 3. 5LOCKW. SHOWN MAY OE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN @1 "Mrr TYPE CONTROL JOINT OLPaLD WIAIaD. M,♦ OMA Wwc. I. A L CREAM . M. O a CRAM • M.O O,TOLD WURo. M.♦ X CREAM • M.0 FOLD • 4Y ® L POLO WIMP • M. A 1 CRWE•M.a a CREAM • M. C d POLO M. CP M. O HILL M. c Tar(" OOTTOI PLANaE NIR -.—T— MAL POW 1212 "a CUR. J' THICK 3 COAT CEMENT PLASTER (PR"A VP 2 COAT CO -ENT PLASTER (aw MW LAYER 9, PORTFIIBER BUILDING PAPER nwAME ONLY) WRB LAYER L STUCCO WRA awm OLT) LAP LAYEI! M EUILDNE EEu1• OAR NAILNa PLANW STOP `FRAME OR cm PLAaaNa rEM bk2ML WTALL R.ASHN6 AT 00170M OF FWW a "LL NTERECTIAM NOTE. APPROVED BUILDING WRAP SMALL ISE LAPPED A MINIMUM OF 6' R VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO ISE TAPED WTH FORTIBER SHEATHM TAPE / I' MN LAP • FETAL LATH \ LATH VERTICAL LAP TO BE I' ^ .—r METAL LATH I WRB LAYER M, I STUCCO WRAP ' MN R LAP ONLY / I WRD LAYER 9, FORI RISER/ BUILDING PAPER I 2 SCALE, I IQ'd'-0' J' THICK 3 COAT CEMENT PLASTER METAL LATH URB LAYER R. FORTIFISER BUILDING PAPER WOOD SHEATHING , — LAP, 4' PIER ALL LAP VERTICAL LATH & PAPER DETAIL wooD eruD6 NOTE, SHEATHING SIDE LAPS OF METAL PLASTER BASES SHALL BE SEGUED TO BUILDING PRAMING MIMBERS. PAPER THEY SHALL BE TIED BETU.EBN SUPPORTS WTH 00418-M. (131-MM) STUCCO X' WR= AT INTERVALS NOT MORE THAN 9' (229-MHz AS PER ASTM C1063. ® KI C KO U T P REPAIR OF TEARS, M ",RIB LAYERS, TEA"' DETAIL MAY BE PATCHED WRNOU6E WRAP TAPE PER MANU°. SPEC, OR PEEL 4 STICK m :[•7�V�L•ww�F1T:��lrrv�i.i REQUIRED TO SECURE PIPE/ WRE TO FRAMMG WRB LAYER 1 STUCCO EIIRAP WRB LAYER -2. FORTFIBER WILDING PAPER METAL LATH 6'x6' &W-ADNERINfi ME'1BRANE PLA6FIMG OVER 4'x4' SELF -ADHERING MEMBRANE FILAS14MO OVER APPROVED HOUSE WRAP. 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOU64WRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTO IRRC COATING OVER 6TUCC0/ C.V. PMIBM [SEE TYP WALL SECTION) SECTION ElaerbT SUM an U W Extanor use of p m dealer ahaq comply ro0* sd acam•pplication regolremPMt of f ASTC 928-18. Ubblladon o(axtono, Iathina and framing shell comply Oth ASTM C 1083-19a, or ASTM 1787. 4'x4' SELF-ADHERNG MEMBRANE FLASHING (COMPATIBLE W( HOUSE OVER WRAP MATERIALdDHOUSE OVER APPROVED MOUSE WRAP. I' OR LEGG P41-E CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE PLA8HMG STEP 01 WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WIRE, 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS L Z —GALV. METAL FLASHING MAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. W.� 11"0 2t7AITTI LEGEND WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED NOUN WRAP. FLASHING TO EXTEND OMO PIPE CUT AND ovERLAP ONE SIDE OF SELF-ADMBRUYs MIBMIBIRANE FLASHING 1 DRAINAGE PLANE (WRB LAYER *11, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO L. WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE - METAL LATH- LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813N388.2828 FAX: 813$86.2802 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDEM) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6EOUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT I WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i fit, JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, &CAULKING3 • JOINT ALL AROUND I I PER SECTION R703. Exterior lathing and plastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application x requirements of ASTM C 926-18b. X� Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, r or ASTM 1787. WRB LAYER 11, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WIRE LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER STUCCO WRAP LAYER 4, FORT[FIBER BUILDING PAPER ulDoo coNetucTloN —METAL LATH B' CMU VINYL CASING DEAD 6' RAISED RAND cy . .'t,� K' TO X' MID -WALL isme nrnssn d 61 WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK,) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16" ZIP WALL 7/7-7/2777777,21 SHEATHING SELF-ADHESIVE FLASHING - — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH Co' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 1 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'CUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'CUICK FLASH' �A-�VENT PENETRATION 1 i SCALE: N.TA ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Ye' TO Y6' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED _`­_�' 1; WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WR< WOOD SHEATH HOU8EWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT-PROvIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER 'I, STUCCO WRAP WRB LAYER R, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/6' TEXTURED �PNIGH CONSTRUCTION . - • WOOD FASTEN TO WOOD GTFWCTURAL MEMBER • 1' OTC. MAX e' CMU K' TOTS' MID -WALL sQpoo MNin Ej 6• WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V PINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 6' WRB LAYER fl, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #& n9 ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA & 0003325 111 DRAFTING BY: IN A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-888-2802 meeeemeeno aVHDIV. Ac TAT SILVERADO LOT #4 BLK #16 PROJECT# 03719.001-04161 34ODEL: 2795—CAMDEN" GARAGE 9WING: LEFT P'EWALL ASSEMBLY DETAILS 15 PH E iU DATE:Ot3/10/21 SCALE: 1/4"=1'-0" B!lEET dY A2 WOOD SHEA WOOD - CONSTRLJCTICN ?'i HAT C 4A NEL--N ' TYPE 'X' DRYWALL WOOD SHEATHNG- WRS LAYER 9, - STUCCO WRAP J' THICK, 3 COAT CEF PLASTER WINES LAYER 01,__)( STUCCO WRAP � �o AMICO AM66.11FI11C-T8m CUSTOM CASING BEAD NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL.® CANT. SCALE: 1 I)2'.I•-®' EXT. WOOD PRA EG WALL -WiB LAYER 9, GUD-FLOOR DECKING STUCCO WRAP WRS LAYER 62, FORTIFISER PRE-ENG'D TRUSS, BUILDING PAPER a' THICK, 3 COAT CEMENT WEATHER RESISTIVE BARRIER M PLASTER WEATHER RESISTIVE 6' $AF. • TOP OF WEEP 6CREED BARRIER -2 TO SHEATHING SE14M WEEP SCREED COAT CEMENT li��CR3 4' PO6ITIVE D IN I:CFP ArRCCD PETAL LATH -- ----- ulooD eHEATHNG- 6' SELF-ADHEREING FLASHING WRAPPED '`:� • TOP OF WEEP SCREED a' PMITIVE ORAIN- `�, TO SHEATHING BELOW wgce wm \ WRB LAYER 9, L STUCCO WRAP /6HOWN FOR SEPARATE AC ' WRB LAYER 4, FORTIFIBER BUILDINGS PAPER ," 6' SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 1 y" NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / A5TM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 A I RE61LIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 12 VINYL CASING; BEAD i• THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION Or SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9WEATHER RESISTIVEBARRIER 4If i'THICK 3 COAT CEMENT Al PLASTER 5/S' TYPE METAL LATH W/TEXTURE WOOD SHEATHINGFINISH }' THICK 3 HEADER/DEAM PLASTERVINYL VINYL CORP. 4' POSITIVE DRAMWEEPSCREEDVINYLVINYL��AD I IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION FINISH LAYER PEEL 4 STICK 6' PEEL 4 — STICK • DRIP EDGE TO DECK COLUMN SHEATHING WEATHER RESISTIVE BARRIER "1 �-.. BARRIERRE818TIVE 6' SAP. \ PEEL 4 6TICK LRIES I VxV •L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )S X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT,)P MIN DRY WALL SPACE FROM DRIP FACE TO TREX J' THICK, 3 COAT CEMENT VINYL CASING BEAD PLA6TER \ WATER PROOFING Is! FIELD VINYL- CASING BEAD LAYER (2 LAYER PEEL ON OF ONLY)C" 1 STICK) PEEL • STICK 0 CANTILEVER DRIP EDGE (2 LAYER I )S'XI yi P.T. OR SIMULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING lot 1\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—\ I' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD.I VINYL CASING BEAD 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)P MIN. SPACE FROM DRIP FACE TO TREX Yl GAP FOR BACKER ROD ! SEALANT VINYL CASNG BEAD HEATHER RESISTIVE BARRIER 9 WEATHER F ES16TIVE BARRIER R2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL DEC) OF SEALANT, Ij• MIN. SPADE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 BALCONY DRIP 11 FUDGE INSTALLATION N OF ONLY) CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 90 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PANTED FINISH ]' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING W SAF I Jb'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I JS' X 3' 26 GA GALV. METAL DRIP EDGE SET IN PULL BED OF WATER PROOFING bt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER I' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAM need w-eem 10-amoilikeyj DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16" ZIP WALL SHEATHINGS SELF-ADHESIVE FLASHING - - - - - VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NT8 F WOOD SHEATHING 2x FRAMING MEMBER J' THICK 3 COAT CEMENT PLASTER 2111 ODRINBR BEAD FASTENED TO SHEATHING • T' O.G. MAX C LIM LAYER 9, STUCCO WRAP �t WOOD SHEATHING METAL LATH WR6 LAYER 9, FORTIFIBER BUILDING PAPER 14A CORNER HEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACINGS a -I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD CG BLOCK WRS LAYER "I, STUCCO WRAP WRB LAYER 4, FORTIF15ER BUILDING PAPER-- METAL LATH i' THICK, 3 COAT CEMENT PLASTER -\ b'SELF-ADHERING FLASHING WINDOW FLANGE SHEATHINGS WR5 LAYER 01, ! STUCCO WRAP !i WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 4, FORTIFIBEIR BUILDING PAPER - METAL LATH J' THICK, 3 COAT CEP PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE u_ 15B CASING BEAD Ca? WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.a bdeslgngroup.com AA q: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134MM-2802 SUBDIV. Z LOT: SILVERADO LOT #4 BLK #16 PROJECT# 03719,00104161 ]#ODEL 2795-CAMDEN" GARAGE OWING: LEFT PAGE (WALL ASSEMBLY DETAILS %4,.150jftH EXRKEI WOOD SHEATHING -� U1RS LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER � METAL LATH J' THICK, 3 COAT CEMENT PLASTER ro'SELF-ADHERING— FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP XIWRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER METALLATW i' THICK 3 COAT CEMENT PLASTER 6'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD C� WINDOW 15 C (FRAME, W/BAND) METAL LATH Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO - SIDING TRANSITION SIDING-7 STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRC LAYER 12, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP CASING BEAD h' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD BREATHING WEATHER IM616TIVE CARRIER 9 WEATHER BARRIERFE516TIVIE /✓// \ \\ X T -, LAP SIDING / / / I \ HERING FLASHING WREVEAL L FLASHING < \ a'U "EDGER RESISTIVE STARTER STRIP / \\ \\ WEBAATHERER RESISTIVE it, i' SELF -ADHERING I / FLASHING \ — GALVD METAL G,4Lvb METAL — 'Z• FLASHING Z' FLASHING IIUfJOD �M�'LFEM ER � V / tOR T;IM R GAP WACAULKING APPROVED SEALANT if ED SIDING TO STUCCO ® BLOCK TO FRAME � 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14e, MIN, 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIP15ER WOOD cCNSTRUCTION BEYOBUILDING PAPER i WRB LAYER 01, WOOD HEAD SHEATHING — J'THICK 3 GOAT CEMENT STUCCO WRAP BA ER R[61enV!— DARRER'1 PLASTER I WEATHER RESISTIVE — BARRIER 4 ' WRB LAYER 02, FORTIF15ER XX 1Y LaPe1DING i BUILDING PAPER VINYL ANGLED CASING BEAD `•SELF-ADHERNd _ FLASHING METAL LATH VINYL CASING BEAD i STARTER STRIP - J' THICK, 3 GOAT CEMENT — (EXPLODED VIEW FOR PLASTER CLARITY) GALVNO METAL— .) 'Z'rLASHING iiEEpp 1UlY�l' GTRMB�AMEMDER E-Z BEAD VINYL CA! fumv F'vC BACKER ROD) CASING BEAD C9) RAISED �7�TR�q�)`_�` (FRAME) CEMENiTf'LASTER &���A WEATHER RESISTIVE— eARRER I'-0' WEATHER RESISTIVE — CA MER.2 6LHERRING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH a WINDOW FRAME .... , WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) s WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER z \ 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME WEATHER -1 TO LAP 6' MIN. R h TO LAP I CF ZµFLA STOP / I \ I I BAARRIER �818TIVE WEATHER RESISTIVE \ / BARRIER-2 &ALY'D METAL VFLASWING \ WINDOW FLANGE MULATED TRIM MEMBER WEATHER RESISTIVE BARRIER q eww FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \—W-°ATHERRE816TIVE ® FRAME TO FRAME BARaER'7 19 TRANSITION Y4' GAP TYP I}' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE \ BEAD VINYL CASING (Wl 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) � MEMBER APPLY FULL BED OF SEALANT BETWEEN J BUILDING FLANGE 4 BUILDING WRAP % WRAP ----------------------------------------------------------------------------------------------,, �EZ BEAD WINDOW C AS ING 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813586-2802 SLJHDIV. & Mlr" SILVERADO LOT #4 BLK #16 P1tOdSCTp 03719,001-04161 34ODMI- 2795-CAMDEN" GA %AGIC SWING: LEFT P"WALL ASSEMBLY DETAI 150 H XP. B MOUNIM CARE SNOUID 6E TARN IN KEEPING TE VENT MCPERLY SH NN IN 4' GAL ZED ALIGNED. VENT PIPE IS SEALED IF UTI—D. NAIL IN PLACE USING t- W NAILS AT EACH CORNER, ROOFING CEMENT SHOULDEEAPPLIEDALLSHNGLE EDDES NEARTHE PRIMATES OU1EREDGEANDARC­T,IEENTIREPERIHETERAS CM OM THE GOOSENECK KNTOPENINO IN THE ROOF SHEATHHSIZE RECOMMENDED IN SEVERE HEATHER COASTAL CONSTRUCTON ZONE3. CHMTSHC4NN.INHEEVENTAMECHANICLKNTFAN19 HNTH USED, AN THEKNTOPENINGNG C CONNECTION NMANUFACTURE'3 PIPING CONNECTON INS R INSTRUCTIONS. OONOTCUT INTOTOR RAFTERS VAEN CUITINO TIE OPENING IN TINE ROOF, RFEMOINTERFERING SHINGLE NAILM S LLND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO TIE RCCF SHEAMNG. SLIDE THE TOP AND SIDE FLANGES OF THE KM LP NGEUNDER SHNOLE MKMFUlNGE5 TO UIY ON L TLOWTNGLES, THE TOP OF TIE SHINGLES. E n ROOF HOOD VENT DETAIL SCALE. TS OUT HIOUSEYRAP AT a&- AN NA MOONED -I. OUT N HOUSEMHOP LIE OF MNDON- or"m APPROVED HOUSEYRAP OVER SHEATHING OVER uo eTuO WALL STEP 1 INSTALL 6­ SELF-ADHERING FLASHING OVER NAILING FLANGE JAMBS EXTEND BILL F FLEXIBLE SILL \7/` RE)(IOLE RAM4NG DO NOT SEAL BOTTOM —� R4 STEP 6 TEMPORARILY FCLD-UP 4 SK HOI1eCIIRAP (O TUCK FLAP tNC At HEAD FOLD IN AT J� SLOPE SILL R DMB) NAILING FLANGE BEYOND JAMB PLAM4NG INSTALL VINYL CAP STEP 7 ASPW T PLASTC CEMENT MOLDED AROUND SASE OF PIPE AND OVER FLANGE ALIGN FLASHING UV INT. EDGE OF DILL RO. MSCHANOALLY FASTEN FANNED BOOM (CAP NAILS, DTAFLEW INSTALL OUPCNT RASNNS AT M TOLD HObe~ DOM . TAPE DIAGONAL CUT 4 ACROSS HEAD Q MNDOUR PLUMBING VENT DETAILS 3CALEt NTB UTLY 46, :CNTN000 V SEALAN AMM ANY U'PLY TO SDOS) NA LANGE N 14E-PING OLn OR INSTALL 6' MOM ADHESIVE - BACIc® FLEXELE FLASH3a MATERIAL OVER DRIP CAP JOINT (PICTECTO-~ OT-20)(L - N UIV) STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 or"JOINT �SNINGLESTRIMMEDZ` A — FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, HITS APPLY ON FOU (O EGUAL) SEALANT 4 FLUID APPLIED MASHING (LANCO UNITE -SEAL RC-E a OR lOJALA SLOPE S" TO" LL INOTE16 THE CONTACTORS RESPO SiEMLTT' TO VERFY THE C t' PATIOX.ITY OF ALL PRODUCTS NCLUDNG HIOUSEILR.AP, SEALANTS 4 SELP-ADHERING PLAIN N6 MATERIALS USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MANFACTURER& URITTEN 81-ECAICATIONS SEALANTS MAY REACT ADVERSELY IP NOT COMPATIBLE. CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOU IVES FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR 80HEME SHOWN SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF UAATER INTRUSION OELOU THE WINDOW OPENING SEAL INTERIOR PERIMETER OF UANDOU WITH SEALANT bIlM L IT IS 114E CONTACTORS REOP"IDILTY TO VERFY THE C0PVAnauTY OF ALL PRODUCTS NCLUDNS SEALANTS 4 SELF-ADFEfNB In PLA614M MATERIALS USED DURING CONSTR=10N. 2. FLAWING AT EXTERIOR USNDCU , AND DOOR OPENINGS WALL BE INSTALLED N ACCORDANCE UIITH MAUFACTURER'8 MTALLATICN NSTRJCTIONS AND APPROVED METHOD U OF FDIC R103A U N ACCORDANCE MTH FENESTRATION MANPACTURER'S INSTALLATION AND R.AWNG INSTRUCTIONS. UTARlBiOI SEALANTS MAY REACT ADVERSELY F NOT COP'PATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NM 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77446078 FAX: 407-774-4078 www.abdesigngroup.com AA IS: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813SM2802 SUDDIV Be L40T: SILVERADO LOT #4 BLK #16 PROJECT# 03719,001-04161 14ODEL: 2795-CAMDEN" GARAGE OWING: LEFT PA"Er VALL ASSEMBLY DETAILS 150 PH A B I I JU,N i \ m DA 06/10/21 SCAM: 1/4"=1'—O" SHEET WA5 1/8' TEXTURED oo FINISH • WOOD, �-------------- I/2' TEXTURED ---------------- - - +--------! ---------- >----- •---- - --�- -- -.-' -' ' 2x6 SUB-BANS FINISH •CMU NOTCH tv METAL LATH '11END, WRAPPED IN PEEL 4 STICK METAL Pasua wRAP WOOD SHEATHING OR CMU ^ r' DRIP EDGE 1\ WRB LAYER'I, STUCCO WRAP (FRAME ONLY) F ! !\\ l WRB LAYER 02, FORTIFIBER -—--- ------------------ ' ' i/8' TEXTURED I \ - -- BUILDING PAPER (PRAME ONLY) 1 FINISH a WOOD I \\ 2Xe SUB BAND 1/2' TEXTURED \ m ROOFING CEMENT \\ `t / %' FINISH A CMU \ \ DRIP EDGE / \\ \ % ! METAL FASCIA WRAP Ya' FROM METAL KICK OUT STUCCO, I' FROM \\ \----------------------- I ^ :i WOOD WALL \ \\ "`EXTERIOR WALL \ (FRAME OR CMU) \\ 16 \\\ NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATION ®PL,4N ,4 —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DEC<(BEYOND) 'DRIP EDGE, I' OFF WALL ' NOT INTO STUCCO) TEXTURED FINISH a I WOOD, 1/2' TEXTURED FINISH a CMU —2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL C& WALL -3 x .. x x x x x x x 15[ x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT is 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 WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS &'-8' x x x x x O.G. MAX. x 2x SUB -BAND W/%'x4' NOTCH END I METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (9) WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IY'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BIVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 DRADG A.B. DEOUP DRAFC. 5439 BEAUMER BLVD.SUTAMPA, F634PH: 818FAX: 802 8UDDIV. ae LOT• IN S ILVERADO LOT #4 BLK #16 PROJECT* 03719,001-04161 IfODEI, 2795—CAMDEN" GARAGE 8WING: LEFT PA"EWALL ASSEMBLY DETAILS %150-4WH E 50'-0" SLAB Mw i I I 30'-8" 19'-4" ----TE1----- - c'-- — — — FM-16X78 — — — — — 4'-4"``� 3'-2" 3,_2„ „ 10'-4" 8".. N F2-30X30 m 0, 1.1 1O 4" CONC. SLAB O w ,, /'I / CHASE F1-30X30 q N a `�! �L 1 iv 9'-2" V-10" -3 1 YY* z �` 1" PVC CHASE w ci FOR ELEC. @ EXTEND 15-16X18 0 ` \� ISLAND 'T SLAB 1 1/2" 1 22'-2" a____________ O., TOP O SLAB 13'-2" LTE-1 `��\ -31/2"+ Iw I— ` �I I 12 4 ILL o 1A I I 20'-8" 29.4" I I I .I I I I N — — — T E-2 — — I I. I I I I I L---- TE2 I g iv 1.1 I 1.1 7 N i -51/2* 5 2'-3" IN 1.1 2,„42,�„ 5,�„ ILy 3 b x 10'-101, EXTEND) 18'-10" U ' ( SLAB 1 1/2" 2 v N 11 1.1 wa o 1.1 M-l6X18 I o y Fi-24X24 .� m 4 -3112" I I ++ FMC-16X18 3' LL "CON . SLAB 2' 0" ffi a I� I I 4 2 1.1 1'1 O a — FM_1 18 N ILL T-6„ I 3,_2„ 3_ „ �r FM-16X18 -71/2;� 4 ti 1'1 Fi-24X24 — _ — FM-16X18 _ _ R V Y L TE-+_ _ ,4„ 5,_O„ ,_4„ 20'-0" 9'_4„ 7' 50.4. FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE �0'-O". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + O'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #8 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602.16, USING: Fm = 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 j OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x8 W1.4xW1.40VER GENERAL 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS. SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 i6" CONTINUOUS 19, (2)#Vs FMC-16x18 16, CONTINUOUS 16" - O 's #5 IN CURB VARIES F1-24x24 24" 24" 17, (2) #66 O 's - 8" BELOW GRID TE-1 8" SEE PLAN 8" - ( 's _ (-)0'4" TE-2 8" SEE PLAN 8" -779 s (-)O'-a, CWC-12X12 12, CONTINUOUS 12' - ( s #51N CURB VARIES Fi-30X30 30' 30" 12" (3)#5's (3)0519 (-)8"BELOW GRD F2-30X30 30' 30' 17' (3) #5's (3) #5's -)17' BELOW GRD FOUNDATION PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 386.2628 FAX: 813886.2802 DATE:E: lrrr 08/10/21 SCALE: 1/4"=1'-O" SHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTEDCELL SEE PLAN FOR SIZE AND 4 p;CELL SEE PLAN FOR SIZE AND F� SPACING REOUIREMENTS SPACING REQUIREMENTS L-9, cr. FM p 8" CMU WALL O" CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR io Z_ ro +- 0'-lY' ° II IN FOUNDATION WITH 30" LEG EACH +- 0'-0" >I_ d ',J WAY AT ALL CHANGES IN DIRECTIONS TOP OF BE �—^ TOP OF SLAB I ° ✓✓11 SO THAT THE STEEL REINF. IS CONTINUOUS .ra--ram MATCH AMOUNT OF CONTINUOUS BARS f� • e EXT, PORCH SLAB '° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) -VARIES • BEE SLAB SCHEDULE TOP OF GARAGE I °I' ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2. ISOLATION ° JOINT (WHERE ♦ ♦ #3 18" 6" CHAMFER (2-STORY) #4 44 EXT. PORCH BLAB W/ 1/2" ISOLATION 4" CHAMFER 1-STORY) ( I6" CHAMFER (2-STORY) a ° : APPLICABLE) z - SEE SCHEDULE #s 3a, JOINT (WHERE -- • i EE SCHEDULE FOR WXD, BAR SIZE APPLICABLE) Z 4 FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY 36 AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LIND #7 47' v � %EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION ,, SCALE: 3/4"=1'-0" @GARAGE SCALE:3/4"=1-0 ^ CORNER BARS DETAIL �} SCALE: 3/4"=1'-a' GARAGE DOOR LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON aaaCCO!!! RECESS NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g j LAP TO OCCUR OVER STUD OF WALL W/ PLAN N W 8+ W = 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING N 8 w WALL W/ SYP ul 0 0_ I N No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE CURB FOR > NEW REINF. BAR p p, SECURED W12- PART 3 TO BE IT. PROVIDE DBL TOP 1/7k6" WEDGE ANCHOR W12' PLATE WASHER SET IN HIGH STRENGTH MASONRY 7• UNITS SET '0. 2" CAPPED o_ I EPDXY. MIN. EMBED EPDXY 5-12" EMBED. MIN. 0 16" OC .- AT ELEV: GALVANIZED PIPE Q 8', UNO SIMPSON SPH4 OR SPH6 MAX. 0'-a' W/FLANGE @ BASE Q 0 FOLLOW ALL MANF. BTM AND TOP PLATE _ SPECIFICATIONS FOR O ¢¢ ANCHORS WI' x i 1/2' o = m USE AND COMMON NAILS FILL ALL 4„ PREPARATION OF HOLES, DO NOT USE 10d W Z � HOLE. x 3' 0' SLAB SCHEDULE SECURE FLANGE TO w Q RECESS AROUND GARAGE SLAB W/(4)1/4'X 21/#' Y,g o}. [SEE +- -0" TAPCONS 'Q' TOP OF SLAB < ; � DOOR OPENING aQ 4 Q" . : SCALE3W=l'-0"e. 4"CHAMFER (1STORY) n � 6" CHAMFER (2-STORY) - e G,, EQ. EQ. SEE SCHEDULE LAP TOP PLATE A MIN. OF 48" FOR WXD, BAR SIZE AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. AND BAR QUANTITY LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN ADDING BAR TO 7 INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE SCALE 3/4"=1'-a' (W/UPLIFT) 5 6 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO N UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 48' W AND NAIL W/ 16d COMMON K SEE SLAB SCHEDULE NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED Q LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND +- '-0" SPACING REQUIREMENTS TOP OF SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z' WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE d .4 BTM. PLATE TO BE IT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL y PROVIDE DBL. TOP PLATE 18' O/C STAGGERED. F ¢ W a0 . as ADDITIONAL METAL CONNECTORS NOT O EQ. EQ. SEE SCHEDULE REQUIRED WHEN NO 0_ raA O 8"CMU WALL FOR WXD, BAR SIZE UPLIFT IS PRESENT. +- -0 POURED LINTEL CONT. (TVP,) AND BAR QUANTITY Ir �• 8" CMU FILLED CELL(TYR) INTERIOR CURB FOUNDATION WOOD WALL TOP OF SLAB ~~BEE SEE SLAB SCHEDULE _ V. 2X WALL FRAMING SCALE: 3/4"=1'-a' (NO UPLIFT) TOP OF SLAB a• Z SLAB SCHEDULE e 1/2" DIA. SIMPSON STB2 BOLTS 8' MINIMUM EMBEDMENT INTO - •♦ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND °•y °�� 80 CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH -- — r FOUNDATION AND SLAB SEE SCHEDULE • SEE SCHEDULE FOR WXD, BAR SIZE T FOR MC, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY e• vARIE6 B• INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO (NO UPLIFT) �� FOOTING AND COL. PAD BLOCK WALL CONNECTION �„ SCALE:3/4"=1'A" � � SCALE: 1„ m� t SHOWER RECESS FOOTER I � SCALE: V=V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 4074746078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613.8 628 FAX: 813-888.2802 SVHDIV. am LAT: SILVERADO LOT #4 BLK #16 PROJECT* 03719,001-04161 1�ODET. 2795—CAMDEN" GARAGE SAYING: LEFT PAGE: DETAILS 150 UP E B U iIN Dw'E 06/10/21 SCALE: 1/4"=1'—O" SHEET S1.1A 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 aysDiv. a. LOT: SILVERADO LOT #4 BLK #16 PROJECT/ 03719,001-04161 MODEL- 2795—CAMDEN" GARAGE SWING: LEFT PAGE: DOWEL PLAN 150 MPH .. B DOWEL PLAN SCALE: 1 /4" = P-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 1 .HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. 9 TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM VARIES PER ELEV. - -_ Z a � g 5 0 0 #s BARS F■ 6.1 1. 8„ 10" HOOK EE g v. mo ° ..-�• ° a • ° °-y>Z ° ' CLEAN OUT REQUIRED m QQ: - FOR INSPECTION m _ O V d. ° I Q m Tr HE L , O 10 • 0'-0" FIN. FUR. ° - TIE ERTICALREBAR ° °e • TO HORIZONTAL � O 11 • • �� REBAR W/10"HOOK BAR SIZE 148 BAR CIA. ° Z� Z O #3 18" #4 24" #53011 CMU UNIT DIMENSIONS ARE NOMINAL SIZES osn�; SIZE48 BAR DA I. BAR OFFSET METHOD CONTINUOUS #T 42" HORIZONTALNERTICAL HORIZONTAL/VERTICAL�� METHOD 30•;�,�_MASONRY SYMBOLS SCALE 3/4"=1'-0" REINFORCING 2 REINFORCING '� '� SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407.7746078 FAX: 407-7744078 www.abdealgngroup.00m L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 MG-262S FAX: 813886-2802 OtmDIv. & MM70-44 SILVERADO LOT #4 BLK #16 PROJECT# 03719,001-04161 * DEL. 2795-CAMDEN" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH E8 B FRAMING NOTES: rrt----r------------------------- ------------------------------------- - 1♦ BFi6-1 T/OM/1 B 8F76-1 T/OM/1 B Ell 1 19,�„ 1 1 1 12'-0" 6-10" ♦ 1 6 ♦ m 1 .1 m j 1 ; Q 1 1 ♦ � `♦ 1 1 e I of ,% AH7 LL ♦ ' 1 8F16-1T/0M/1 B 10'£" I I ,% I Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 LL 1 , 1 � ., 1 1 i ♦ ♦ `,,` 1 1 `% LINO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 1 ♦ %% OF WALL EL. 9'4", UNO. 1 1 `% 1 ` 1 `, ` `% I I 1 ,% ,`, 1 1 ` 1 ` 1 CJ 1 ,, ` ` ,� 1 1 1 ,` ,% 1 1 BRF14 1 ' % 1T/OM/OB 1 `%� 1 j 1 ,% I I�% 1 1 ♦ I `% FH5 1 1 I 1 1 I Y,` 1 1 1 1 i 8F36.1T/0M/0B � % 1 44 1 9'4" 1 8F16-1T/0M/0B 1 17-4---------J L-----♦-----J — LIFT BEAM PLAN SCALE: 1/4" = 1'4" 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK 812E & DESCRIPTION REMARK 0 (2)2X12 (2) 2X8 BEAM SCHEDULE RiZEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc psi) SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32760 PH: 407-774-6078 FAX: 407.7744078 www.ebdesigngroupmm AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-886-2802 avHDIV. ae MT SILVERADO LOT #4 BLK #16 PROJECT* 03719,001-04 140DELa 2795-CAMDEN" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH ABJ NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"xB" 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. PLAC HE GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'kd Ip 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ LAP FOR EACH pJ� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. a / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ,� VERTICAL REBAR W/ 10' HOOK PO FE 806 DEL. BOND TOP OF % QP� BEAM W/ (1) #5 BAR BOND BEAM \Q�� EACH COURSE • \\ip 8x8 BOND BEAM TOP OF • pQE� W/(1)#S BAR .`: BONOBEAM 30" TYPICAL F = FILLED W/ GROUT I .\Y\p� U =UNFILLED GROUT SOLID FROM TO �1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 A\�EQ 16-1 T/1 BxB PRE -CAST CONCRETE NOMINAL—�� LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR WIDTH OF MASONRY P� HEIGHT # OF #5'S, TOP DPE"'NG-2" CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFX%- iT/iMOB INDICATES DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x6 PRE CAST CONCRETE SCALE: 3/4"=1'1Y' REINFORCING OF BOND BEAM 1 AND XFXX- lTNM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0, TO PLAN FOR LOCATIONS TOP AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1T/OMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 1S, O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN - 2x6 (MIN 2 X 3) 2-3/16 TAPCON -.3 1"' PRE -CAST 4 OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 i/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" O EMBEDMENT b _ 2X8 (MIN 2X3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELLq SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 BLOCKING BAR TO BE PLACE ) SHEATHING W/ 1/4" 8" FROM EACH END AND?7/16'OSB UPPER AND LOWE5 18' O.C. MAX. MIN 1-1/4" ER BLK. EA. END MIN. REQUIRED IN BOND BEAM EMBEDMENT EACH CELL HOOKED IN TOP BOND BEAM W/ HEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ,1 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE 11/T=1'-0' C J 3 scALE 3/a' =r-a' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I ISINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF EF FILLED CELL BOND. BEAM I LI I) I�8x8 CMU PIER PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF. SARIS), 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 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3!4"=1' 0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 4074748078 FAX- 407-774.4078 www.abdesigngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE.04 TAMPA, FLORIDA 33634 Q813886-2628 813886-2802 avBDIV. ag M74 SILVERADO LOT #4 BLK #16 PROJECT* 03719,001-04161 I DEL. 2795-CAMDEN" GARAGE 8WWG: LEFT PAGE: DETAILS 15 PH FAB FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER (G 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 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A2 l I 'i as®a azz:..zazz . z� )S : s .� s a� a aaszz = zas = =ems — a ssa®a a®a ass: x xaas . xxaaa � — a asm a — s aa: A2 I I _ .a.i.s.as........>= . ......-6 L --- A3 =—...a®.a..®:=a==—=—.—:a:>®..tea ...:=a.oa.—..®aa��=a=�=.�:®). PREFABRICATED ROOF TRUSSES @ 24" O.C. MAX L - - i A4 = _....._ .....a =...a.......=...... A5 .... a.=.==..zz...ate..:a = A5 I I .®....: _..._._�===�z.:ate:a®a I I AS _..._.= z.a:aa..:=.sa==z..=a.a.z.a:=®a I AH23A I _ �...as®a..�z=asz.mez a—.aa®a z--------a-----a�z I I �.Q AH21A z : z : - — z aaase s .a® ... aaza. z z L------ ----J AH19A =..._..— ...... AH17D ---� s.::::oa=—=.22x54 ATTICa �CCESS AH15D :.:.a.. (2)H10A (TYP @ . -. BEARING WALL) AH13D - ••_•_••===a.=—z-- ._.= a®a. za.. --a. a.a = J AH110 a..a®..=.zzza:zsa�z:z W.=.zzazsaa .azs.®y>e� a—.. a.z AH90 =..._._.=.=..asza. �.=.=saw.. z .. a.. D1 a.s.=:=..a=.=.z.= Di =.=.=sz=zz=sssszssszas:a:s s...... 1A a.�1 .... FH7 D1 v .aaaaz:aza=s.=...... ==..a=:: . 1 a J� _ FHS 1A D ......� ......... . _ .... . a CJ3 = w sl n a CJ3_ 0 DGE .......... ..... v' C .....a . n uCGE CJ1 EGE-FRAMING y'�S PLAN u� u� u� SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134181"628 FAX: 8134W2802 SVHDIV. Ae LOT: SILVERADO LOT #4 BLK #16 PROJECT* 03719,001-04161 14ODEL: 2795-CAMDEN" GARAGE SWING: LEFT PAGE: FRAMING PL 150 MP E B DATE:E: FINT 06/10/21 SCALE: 1/4"=1'-O" SHEET s3 A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }" NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }'NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 k' NAILS TO GIRDER 1.2, 2. WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 1T O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #2 7' x 4", 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SSS-aPICAL TRUSS/ GIRDER CONNECTORS) SCALE:34"=1'-0' 3W' T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 112'HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING i/T GYP. WL, BD. /`�FLOOR TRUSS CONNECTION @ L.B.W. Y sQALE:3/4"=V-0" (NO UPLIFT) OUTER V3 OF SPAN ONLY BTM. - PLATE DEPTH 1/4•D —HOLE EDGE >5/8" —HOLE DIAMETER 2/5'D SGL. STUD HOLE EDGE -5/8" N. HOLE DIAMETER < 3/5'D DEL. STUD STUD NOTCHING r o�AND BORING LIMITS O SCALE: 1 12"=1'-0" ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 1—A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4)?" x 5" TITEN HD TO CMU AND 112) SDS }" x 2 k' TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2)}' x 5" TITEN HD TO CMU AND (18) SDS }" x 1 x2, Zx WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2)}' x VTITEN HO TO CMU AND (18) SDS }" x 3" GALV. COMMON NAILS. 1x2SECUREDW/10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED 1T 0/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF "' `B "' GIRDER CONNECTOR(S)3' LSTA12 20 GAUGE W/ tOdx112 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER f I HTT4 W/ MB A.S. WITH +-�•+ MIN. 7" EMBEDMENT TO SLAB 8 (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 1-N, a. • r �, GIRDER/WOOD POST CONNECTIONS J SCALE: 3/4"=1' 0' NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSONHTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3K'* SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER �oATTACHMENT DETAIL 9 SCALE: 3/4"=T-0" # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 6-0" MAX (W/1X4) OR 10'4" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) -0 4!-U' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) ")C" BRACE SEAMS) 30'-1" TO 60'-0 (3) "A" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BILK W/ 1/7' DIA. (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d'e 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ MAY NOT BE REQUIRED (2) 10d'. C EACH TRUSS TO BE INSTALLED 0 10'-(Y' O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1.4 BTM. CHORD BRACING 6-0" O/C —x `END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'4' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ /� INTERSECTION TYP. BTM, CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 51/7' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °t CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE 6EDOESPACING CENTRNLSPACING A DOUBLE 2,18 112, B" O/C 16, O/C B DOUBLE 2x8 3/4" 8" O/C 24" 0/C C DOUBLE 2x10 1!2" w O/C 16, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6' O/C 16' O/C F DOUBLE 2x12 3/4" 6' O/C I 17' O/C 810 WOOD LEDGER DETAIL SCALE: 3/4"=1-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134916.2628 FAX: 8134186-2802 SVSDIV. dg LAT SILVERADO LOT #4 BLK #16 P1tOJECT* 03719,001-04 A#ODEL"• 2795—CAMDEN" GARAGE >lWiNG: LEFT PAGE: DETAILS 1 0 H kl J UN 1 DwR7E 06/10/21 SKEET S3.1A FLOOR DECK CM 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-O" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0, SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING If SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12" HOG NAILS / WALL FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" PLYWOOD SHEATHING, ya SEE "ROOFMdALUFLOOR SHEATHING FASTENER SCHEDULE" 2114 BLOCKING AT ENGINEERED WOOD 24" O.C. w/ (2)12d TRUSSES ®24" 0/C, TOE NAILS EA. SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL EL X SEE SCHEDULE (2) SIMPSON DTC CLIPS Wl FOR BOND BEAM (2) 3/16" X 1 314" RED CONCRETE SCREWS INTO CMU AT BLOCKING W/ 1/4" 8" CMU WALL MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO BOT. OF VERT. REINF. WALL BRACING AT BLOCKING WALL 3 SCALE: 3/4ENOW BEARING EXT. WALL 2x STUDS PER PLANS 2x STUDS PER PLANS OBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16tl NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS tfllm_ 2x4 BLOCKING 0 EA. BRACE. NOTE: G TOP OF FLR TRUSS BRACE W/ (3)12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG Q 3" O.C.; TOENAIL INTO TRUSS W/ 4 16d STRUCTURAL SHEATHING (T OP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TOBELOW STAGGERED OFF CENTERLINE OFF 2x6; A. NAILS fffi EA. END�IµLINE MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) 3/4" AS SHOWN 2x4 BRACE C 48" O.C. w/ (5) 12tl MIN. FROM 2ND. FLR. FLOOR DECK 0'-fY' TO 30'-0" (1 )'1(" BRACE DBL 2X8 LEDGER NAILS 0 EA. END LINE 2x6 CONT. W/ (8)16d NAILS BT. OF FLOOR TRUSS 30--1" TO 60'-0 (3) EX" BRACE PRE-ENG GABLE TRUSS "X" TO CMU W/ 1/Z' EXP. BOLT MI 8d RING SHANK NAILSNATO BT. IS FOR WALL (1) BRACE (� CENTER 8"CMU WALL AT iS' O�fi.C. AND 8" FROM BLLOCKING 2X6 (2) "X" BRACE DIVIDED EQUALLY 2x SUB -SANG STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5-1/2" EMBED. 16d NAILS 0 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC /4„ PER ELEVATION PER ELEVATION PLYWOOD SHEATHING, SEENAIUNO PATTERN "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" PER ELEVATIO PER ELEVATION PER LEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILIN ILEDGER M PRE-ENGINEERED WOOD TRUSSES (SEE PRE-ENGINEEREDWOOD CONNECTION PERFLOOR 1x2, 2(WOOD FASCIA NAILERW/FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAIL TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ 3 i6d ENGINEERED WOODFLOOR ED WO/D ®,2 D.C.EPAIR FRAMING PLAN) BOND BEAM RED. BOND BEAM REO.EVERYTRUSS(VERIFY SIMPSON HETA-16 GALE. COMMON NAILS. TRUSSES DETAIL IF lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP INSTALLED TOO LOW SIMPSON HETA-16 W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN TRUSSES PARALLEL 37'AT (VERIFYW/TRUSS SECTION DETAIL 1MASOO/C AND APPROVAL EACH TRUSS(2)tttl'sQ MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS SCALE:-4 V-a' PRE-ENG FLOOR TRUSSES 7 6 scALE:3/a"=r-a' W/ HIP RETURN SCALE 3/,,,=,,�, PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 24" O.C. MAX PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2"HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG, BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <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) 10d 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 i� • O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12' GYP. WL. BD. •0 • AND TOP PLATE ANCHORS W/ 10d x 1 L2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10tl's EACH FILL ALL HOLES, DO NOT USE 10d 3" 11ZW" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. x EPDXY 5-1/2" EMBED. MIN. 0 16" .1 1 Oa 00b 1 OCi OC MAX, SCALE', 3/4"=T-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ea• TRUSS TO POST CONNECTION O SCALE: 3/4"=1'-0" - A-SIMPSON MTS-12 U <990 LBS W/(14)10d GALV. NAILS. • 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1ANYSDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SOS TO POST _� TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION `emu SCALE: 3/4"=1'4' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ASU46Z 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. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388&2628 FAX: 81388&2802 SusDIV. al. LOT: SILVERADO LOT #4 BLK #16 PROJECT# 03719,001-04 MODEL.• 2795-CAMDEN" ;ARA;E SWIM;: LEFT PAGE: DETAILS 150 MPH W. B of 4% 8 FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15M" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REOUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 23/8" 0.113 170,000 RING RINGS F1667 SCREW SHANK PER INCH) RSRS-01 Sol RING SHANK PNEUMATIC 2 3/6' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING - - -_- - - - USE 1/Z' CDX OR 7116' O.S.B. PLY WITH SO RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sol RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: BE! NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2D, 2r: 8d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT t a 2N (�OW Y = U u) O 2 � RAFTER OR TRUSS BUILDING HUUr CHAAI HIND L,YUUI AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Sol RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 7' DECK SCREWS (9 6"-e" O.C. MAX 0 EDGES & 17' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ) TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS oA81F.END HIP ROOF`F ROOF WIND DESIGN PRESSURES NET I—) ASi£1.1S ZONE1=-ZI.r ZgVE 3.53.3 ZDJE 2e=33.3 ZONE 9e=38.9 ZDJE 2n=3B,8 ZONE 3r=d5.8 ZONE M= -A'=1'L".ENDND ZON£ DSTANCE BASK WIND sPEED. Iw MPH RISK GTAc11 rcwELE INTERNAL NT. PRE99 LRE COEFFlOEUENT: a401B FASTENER SCHEDULE HUUr CHAAI HIND L,YUUI AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Sol RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 7' DECK SCREWS (9 6"-e" O.C. MAX 0 EDGES & 17' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ) TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS oA81F.END HIP ROOF`F ROOF WIND DESIGN PRESSURES NET I—) ASi£1.1S ZONE1=-ZI.r ZgVE 3.53.3 ZDJE 2e=33.3 ZONE 9e=38.9 ZDJE 2n=3B,8 ZONE 3r=d5.8 ZONE M= -A'=1'L".ENDND ZON£ DSTANCE BASK WIND sPEED. Iw MPH RISK GTAc11 rcwELE INTERNAL NT. PRE99 LRE COEFFlOEUENT: a401B FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A 1. SIZE1. SRAcING RE.— SIZE TYPE SPADNG REMA.S 1 PT FURR TO MASONRY I OONC CASE NARDF.NEDCDL NAIL I IIY'LONG, YOIC GAPAGE DOOR BLCK TO MASONRYAONC. 1— NO Wg9HER TA PCCN MASONRY FASTENER MQC 11? EMBm.. Y ENDgST. IVY EDGE DST 6G0,AL.EE DOORS CASE HAROE L S"OIC WINDOWAOORI FASTEN GARAGEDOORBUCK LB" DIA. OR IR"DA EXPANSION BOLT 13'OIG 1-DA) 1"EM3-EDYDIS DST., iz PT.9EE NOTE6 LONG NNL 11?LDJG. 9TAOOERm MPSONRYICONC. roONO. W WASHER 21'Ox: D/Y DA) EUDE DIET. .NDDw— L `AlyaLL �o A9 ENm CONTACT THIS ENGINEER FOR SPACING . Pr, SEE NOTES LDND: 9TOOCERED gsoNRFYImNc. REQUIREMENTS EXT. SMNO DOOR BUCK 2z PT. SEE NOTE S (2)SIT— NO WASHER 'TAPCON' FASTNER 140A itlY'EMBED,BEND. DST, ,IIIYED3E DST. NON-BEARINGWOOD WALL TO CONC. S.AB I- EXPAN910N d"EMBED. d"ES W/WASHER BOLT R1 GIST., 5'EDOEDWT 2z PTWINDOWBUCK 0.—RAF.2+Ie' 9"OC VEND. DST., 11D• P EELO N TO STEEL COL., SEE WASHER STAGGERED EDGE DSTNOTES 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, RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS VIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAP TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 CI M MAXIMUM AGGREGATE SIZE SHALL BE 3P STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION q1y EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FE = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF ENE VAPOR BARRIER MEMBRANE UNDER SLABS-0N-GROUND WHERE INDICATED ON THYL PROVIDE 6-MIL CONTINUOUS POLYETHYLENE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND ABC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHE S AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWNGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN '/." OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED T-D" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non -concurrent 10 psf BTM CHORD -Ton -concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD 7 sfIF/ ASPHALT SHINGLES 10 sfw/No GYPCRETE ( P ( P 10 PSI BTM CHORD 5 P sf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpst, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psL BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWNGS 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 WTH 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 DRAWNGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM CW94M OR MEASURING, MIXING. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER RERAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS} B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-ift FOR 45 AND SMALLER 2' FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-112' FCR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M 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 W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM `10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 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 6" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WTH 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. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 ASS/A35M, Fy = 36 ksi FOR ANGLES, PLATES, AND VI -SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH 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, CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A4401A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" 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/ASCE 7 68: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FAGLITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH8134386.2152. FAX: 813'886.2802 SVBDIV. & LOT=. SILVERADO LOT #4 BLK #16 PROJECT# 03719,001-04161 340DEL• 2795-CAMDEN" GARAGE 8WIIATG: LEFT PAGE: DETAILS L15WVPH 1 Alk © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7D STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHE }" MAX. DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL FIT 1D HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO NELQ3 7OWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 ~STAPLESINSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #BX3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. SOFFIT 1D J-CHANNEL 3Q 7O STAPLESINSTALLE THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3Q J-CHANNEL i" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'—+� L--SPAN 'L=.6, SEE DETAIL'A'---' SEE DETAIL'E­� EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOODAlLft (NOTE:1) OFFIT SEE DETAIL'D' SEE DETAIL'S' EAVE CROSS-SECTION SINGLE SPAN AIM -CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN ® v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q i„ DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. dolt lilt=i'•• � � r--• . 9 EAVE WIDTH tll t>?>{tiit l�tl�llt - 375 (ROOF t tlt>�i?z?t .4 3.625 3.625 .37566— OVERHANG) 5 .06 .03 12 "—CONCRETE; _ ,g`� CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 11,4 AA #: 0003325 DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886,2628 FAX:813$862802 BVHDIV. de IAT: SILVERADO LOT #4 BLK #16 PROJECTIP 03719,001-04161 340DEL- 2795—CAMDEN" OARAOE SVnNO: LEFT P"§OFFIT DETAILS 15 APH 11�liVJ'IA FliclArr os/1o/z1 SCALE: 1 /4"=1'-0" SD1 \ 3� Tt- ym 54 F-I a w ft