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35977 Morse Willow Ct
.t 99 2045-L ANANA99 T FOR: R HOR11ON .1,/y`IyAtYL S rI� I iii r j ,:AB PLAN 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FLORIDA BUILDIIIO CODE, R84IDSMM, ASV. ABOVE LAY. LAVATORY DATE DESCRIPTION 7M EDITIONy(�) -AIL LOCAL AND STATE CODES Aic ADi AIR DJUSTA CONDITIONING LUM. LUMINOUS ADJUSTABLE 4R MEDICINE TCABINET �/24/19 ADD 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/24/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 ED AMPERAGE o BOARD GE NUN MINIMUM METAL THRESHOLD PG Cl-COVER SHEET 07/24/19 ADDED STONE CAP NOTE ON FROM ELEVATION 12602 TELECOM DRIVE -CONSTRUCTION TYPE - VB -MIN. DTTERIOR FINISH - CLASS B GL CAB. CLG. CENTERLINE MTD. MOUNTED CABINET MTL. METAL CEILING N.T.S. NOT TO SCALE PG GN-GENERAL NOTES PG Al -FLOOR PLAN 09/30/19 ADDED 150-D FROM ENGINEER 10/11/19 UPDATED LED LIGHTS PER D.R. HORTON TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC HIND SPEED - Vult=150 MPH Va9d=116 MPH -EXPOSURE - B -1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL CLR. CoxC. CPT, c.T. D. DBL CLEAR OC. ON CENTER CONCRETE PL PROPERTY LINE CARPET PB. PUSH BDTTDN DRRAMIcnLE PH. PHONE DRYER pLT, PLATE DOUBLE PLYWD. PLYWOOD PG A2F-ELEVATION "F" FRONT & REAR PG A3F-ELEVATION "F" LEFT & RIGHT PG El -ELECTRICAL PLAN _ PG PI-PLUMBING PLAN 10/25/19 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 12/04/19 UPDATED THE 9I1�90N CONVERSION FROM USP 02/19/20 ADDED 100-C FROM ENODOIER 01/04/21 MADE RRDLINR CHANGES FROM ENO. FOR 2020 CODE CHANGE AND STATE CODES D.G. DIAL DIM. DISK DR DR Ds. DTL. D.W. FA. ELEV. FR ET FXT. F.G./PX. DUALGLAZED PR PAIR DIAMETER P.T. PRESSURETREATED DIvIENSIDN R. RISER DISPOSAL RAD, RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM ROOM DETAIL R.o ROUGH OPENING DISHWASHER SC. SOLID CORE EXTDR EACH S.D. SMOKE DETECTOR ELEVATION SH, SINGLE HUNG EQUAL SHT SHEET EXHAUST SHR SHEATHING EXTERIOR SHWWA. SHOWER FDCED GLASS SIM. SIMILAR PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WAU ASSEMBLY DETAILS PG WA2- ALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS 01/04/21 REPATHED ERN" FOR THE 2020 FHC • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 P SQ.FT. CALL. S — LIVING 2,045 Sa FT. GARAGE 454 Sa FT. ENTRY (ELEV. F) 35 60. FT. COVERED LANAI 221 SG1. FT. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL 2,155 Sa FT. F.O. Fx. FLU FLUOR. FUEL GAS SL. SLIDING FINISH STD. STANDAGLAss FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL LONGWOOD! FLORIDA 32750 F G°R FRENCH TENT SECTION Tel: (407) 774-6078 GA, GAR. DISP. GAUGE THK, HACK GARBAGE DISPOSAL T.O.C. TOP OF CURB Fax: (407) 774-4078 G.F.I. GL. GROUND -FAULT CIRCUIT TOY TOP OF PLATE INTERRUPTER T.O.S. TAB . GLASS TYPTYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2APG DDETAILSOWEL �N GYP. BD. GYPSUM BOARD U N.O. UNLESS NOTED Hs. HOSEBm OTHERWISE HDR FADER CORE V. VAPOR PROOF xNSUL,UHT INsuunoN WD. WOOD D DRAWING / CONTRACT DOCUMENT REVIEW 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 IaT. INTERIOR WOW. WINDOW w.I. WATER O PG S2-LIFT BEAM PLAN PG 32.IA-DETAILS PG S3-FRAMING PLAN PG 33.SA-DETAILS PG S3.1B-DETAILS PG 33.1C-ENTRY DETAILS PG SM-DETAILS PG SD1-SOFFIT DETAILS J BUILDER TO SUBMIT A WRITTEN ,IR.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAMES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYe HAVE AR ASPECTS OF THEDRAWING SET, %BEEN GENERATED FOR UNCLEON ION �ARCRITICT1\ Gros - 1441 N. RONALD REAG""AN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesig"group.com L AA #: 0003325 4 a y F Lil SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-UNTANA" GARAGE SWING: LEFT PAGE: COVER SHEET 5 PH EXP. Bj 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 HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 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 CEIUNGS 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 AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C H I T E C T S Des $n Grou t!.. 41 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 L4 a 0 0 F SUBDIV. 8c LOT: SILVERADO LOT #10 BLK #16 [PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT P AG E: GENERAL NOTES 50 MPH E I V A. PRINT 7/9/21 DATE: SCALE: 1/4"= V- 0" SHEET GN 2'-0' I HE STONE- vr-i (TYP.) rrll .1 rw-_p--1 - I. IM.R. = LJ Jlillo � oliiiiiilliiiillo � olillo ollo olLo o in in in W - TY- - - - - in - BEDROOM p in; - i TRAY CLG.i _o in in oliiillollo`�ijolloliiiiillo olliiiiilL. in O BOT OF I in Min On - o -_ - 0 DMG ROOM 0 = m , s 11 = - Min- - - I - �° 1 L11. inmill . in . • in ;1. �i . • 0 in in in in 1 O II� - Loin 17 Min `I - - in in - - - in ® - in MOn - p. BEDROOM ;al'll 0 in - in in - Min 1 U „ Jin a I i AMin Min in i in i lo1��IoIL- �i o -r Fri in 0 GARAGE Min - = - - - -N i i in i NE - in I - in i i iin i in Jlo r I olC ; :11 ' 11 0 - r dip = in - - in - IWin - - - - - - i - - o!Iilo RR M;ollilfo EXTERIOR MASONRY WALL 511 HEIGHTS 91 Blues. SQ.FT. CALC.'S LIVING 2AD45 SQ. FT. GARAGE 454 80.FT. ENTRY (ELEV. F) 35 SQ. FT. COVERED LANAI 221 SQ. FT. TOTAL 2,155 FLOOR PLAN NOTES - ALL DIMENSIONS ARE FROM FACE OF T %' BLOCK WALL (OR NOW OF FLOOR SLAB) TO FACE OF WALL STUD UND. - ALL MTEROR WALLS ARE 91I' UND. - DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. • AIR C4M'4 MSSOR SET ON 44W44' POURED CONG PAD. PAD 0"" 6' FROM EDGE OF STRUCTURE. - SEE SHEET GN FOUR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER - ALL FULL HEIGHT BLOCK WALLS 15ETUIEEN FILLED CELLS OTHOUT OPENINGS ARE SHEAR WALLS. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE 844ALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. VENEER ITYPJ FLOOR PLAN SCALE: 1/4' . P-0' RADIUS CORNERS, SEE PLAN BRACKET4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL VXWX35-1/4' LOW WALL 2'X6' STUDS e IW O.C. W/ 1/2, DRYWALL TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' SWARE LATICRETE BY HYDRO BAN. RA. SHALL BE 145' x 145'. BOTTOM SHALL BE INSTALLED AT 54' APP. UN.O. SHIM AND SECURE COUNTER TOP °S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT MBAR REINFORCING KITCHEN C Q 4 BRACKETS AS BASE 3NECESSARY. CABINET m= BAR DETAIL A SCALE= NTS a o W xert Nu a �c D la w to Lon e eaelc rNlo oaoale Fan a eEooro Duels Olsii amm MW 0WIN 00MO nBi mom FOOTADE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA Sls.D. MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. 112 5 201 8010 O.W.D. 56 5 21b/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ommicivemm I n C N I T Ill C T 8 6 Design Grou lr,�. 31 N. RONALD REAGAN W LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA#: 0003325 m 04 0 F SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: 2045-LANTANA" GARAGE SWING: LEFT PAGE: FLOOR PLAN 50 MPHW. I t TE: 7 /9 /21 SCALE: CALE: 1/4"=1 '-O" SHEET Al BLDG. H-IT. 13'-10' We- HGTA CLG. HGT. 0 ENTRY 5' STUCCO FRIEZE SHINGLE ROOF V-4' BRG. W.T. 5' RAISED STUCCO BAND STONE VENEER 0'-0' FIN. FLR MIN. 4 GRADE V-4' BRG. HGT. _ FIN. AREA OF ATTIC = 2755 SQ FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 - 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1322.4 = 661.2 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 661.2 /115 TOTAL N OF VENTS REQUIRED = 5.74957 TOTAL# OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA = 11.736 50, IN PER LINEAL FOOT = 661.2 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED 56.3395 LINEAL FT OF SOFFIT VENT REQUIRED 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) fEAFRONT EVATION—F TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE T REAR ELEVATION—F TEXTURED FINISH ,oV-4' BRG. HGT. -------------------------�\ I I I I I I 5' RAISED STUCCO I � � BAND lTYP7 I I Li I I I I I I I I I I I I I I \ — — — — — — — — — — — — — — — — — — — — — — — — — ENTRY DETAIL A SCALE: 1/4 . P-0' - - - - - - - - - - - - - - - - - - - - - - CORBEL 4 TRIM�t \I I C FOAM I CORBEL C I 9 � 2 IR' ROUND '- I TRIM I � SIDE VIEW FRONT VIEW --------------------- CORBEL DETAIL B SCALE: I' . I'-0' A! C N IT E C T• 6 GrN i In Ai N. RONALD REAGAN SU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F h a W 0 a 03 C SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "F:, 50 MPH EXP. BJ J t PRINT 7>kf/21 DATE: SCALE: 1/4"=V-0" SHEET F A2 1 13'-10' BRG. HGT. t CLG. HGT. _ o ENTRY 9'-4' BFis. HGT.s 0'-0' FIN. FLR OIL RIDGE VENT OFF RIDGE VENT I � 5 Ba iA r «3 - LEFT ELEVATION-F TEXTURED FINISH STONE VENEER TO DE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 12 5 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ■ e n - «3 E: RIGHT ELEVATION-F TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS S'-4' BRG. HGT. -0' FIN. 4' A N C H I T 2 C T 5 _ Dees! 0n PH: 407-774-8078 FAX: 407-7744078 www.a bde•Igngroup.wm AA #: 0003325 F ai m 0 a SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT/ 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION " F„ 50 MPH PRINT -77 DATE: 7/9/21 SCALE: 1/4"=1'-0" SHEET A3 F 00 r ELECTRICAL LEGEND SYM. DESCRIPTION efN STANDARD SWITCH 3-WAY SWITCH -Mf) -WAY SWITCH DIMMER SWITCH I-M PUSH BUTTON ISGONNECT i THERMOSTAT INOLE RECEPTACLE (125v/10-AMP INGLE POLE) = IIov DUPLEX RECEPTACLE =15ITH 110V DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT NTERIPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) =99- EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) IIOV QUADPLEX RECEPTACLE ® IIOV DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE =ONNECTOR) -0 EDICATEO RECEPTACLE I-0 VALL MOUNTED LIGHT (LING MOUNTED LIGHT } ANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SGL FT.) &Q4 3 BULB LIGHT FIXTURE Aa= BULB LIGHT FIXTURE s>m°o4 BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE MOUNT) FLUORESCENT LIGHT (RECESSED) ESS LIGHT ESS LIGHT (VAPOR PROOF) JtEILING MOUNTED LIGHT WITH J-BOX OPT. FAN CTRICAL PANEL (FIELD VERIFY ATION) J- METER (FIELD VERIFY IQ -BOX (WALL MOUNTED) Q -15OX (CEILING MOUNTED) FILING MOUNTED FAN BVENT FAN (I CFM PER ea FT.) E JACK b SMOKE DETECTOR (WALL MOUNTED) QSMOKE DETECTOR (CEILING MOUNTED) ® /C M OXIDE DETECTOR C I fNGG MOUNTED) IMES ® II OPENER D L TV v JACK -lq.- SB PORT • LOCAT ON TV JACKS 4 PHONE OUTLETS i FAN TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 i 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Tth EDITION (2020) i NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR Tth 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 1th ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (202m). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND l5% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. Tth I I I � I I � I LED LIGHTING @ SINGLE LAV. POWDER BATH ELEVATION F �� 1,-S• � I I I I I I I l G 1 LED LIGHTING @ SINGLE LAV. BATH 2 ELEVATION F METER FIELD VERIFY LOC. PRE -WIRED PRE -WIRED CLG FAN CLG FAN COVERED - ��' LANAI - SD®/C.O � / GREATROOM / GFI� CL L 9 I PRE -WIRED p CLG FAN �7 I � I I I BEDROOM 3 ©-- - - PRE -WIRED A / CLG FAN JJ( p r PLUM '1 • 44' L.T. AFF. _ GFI • 44' 3 f l i AFF. i I IL R1 GFI GARAGE IRRIGATION OUTLET qp CLG. GFI OUTLET ) I L I I FI A FOYER \Coll II ,� II �d ENTRY S . �I I -------------------- o lt� - OPT.-----------�'--- OPT. COACH COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' - I'-0' BEDROOM 4 PRE -WIRED CLG FAN BATH 2 ��p I I � II I I 11• I I d I I � I HB l 1 LED LIGHTING @ DOUBLE LAV. BATH I ELEVATION F FOR MICR/ HOOD ABOVE A R C N I T e C T $ 6 Des' n Gr ul■r. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J Aq 0 a 0 5 PROVIDE 3 2/0 CU, I % CU G1ND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 4 AL WO IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT OVERHANG.) ` 200 AMP ELECTRICAL RISER `\ NOT TO SCALE. GENERAL NOTES. COMBINATIONSEW20m AMP 120/240 VOLT ``�i A ELECTRICAL MATERIALS AND INSTALLATIONS DISCONNECT I PHASE D16CO SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M AND F'I�-WIRED THE FBCR TTH EDITION (2020). LOCAL CODES, AND EELLECT PJC PANEL CLG FAN ALL LOCAL POLLER COMPANY REQUIREMENTS. METER M NEMA 8. ALL CONDUCTORS SHALL BE TYPE THWMM 200A/U 3R ENCLOSURE UNLE86 NOTED OTHERUSE. BEDROOM 2 TELEPF OtE CABLE DERVICE TELEVISION FCUER COMPANY BNTRANCE SERVICE EOUIPIiow ENTRANCE v TRANSFOI■1ER INTERSYSTEM MONOW. TERMINAL AT �.nena LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, I PFIABE 1 4 CU SERVICE GROUND 8ECO14DARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO C40NCIETE 2/0 COPPER (CU) IN 2" DIA SCHEDULE W PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 4/0 ALUMMUM (AL) IN ELECTRICAL PROVISIONS OF 2" DIA 6014EDULE W PVC CONDUIT UNLESS FBCR TTN EDITION (2020) SERVICE 16 PROVIDED BY THE ELECTRIC S/S" DIA IA X 6 FT LONG COPPER COMPANY. COORDINATE WITH THE ELECTRIC COMPANY POOR TO BID. CLAP F ROD SUBDIV. 8e LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 5 PH EA No i ■ PRINT 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET E1 AA R ■ PLUMBING PLAN SCALE: 1/4' • F-V B 11/2' VTR �R 11 r� 4112• �R 2' KITCHEN SINK I IR I uu J�A AUTO 2' SHR VENT 3• 2 3•AV AV PLUMBWASHER LT, 3' VTR 2 -Av. I I CO r < I/2' � I 3 1/2' TO TUB/ MAIN 2 SHWR PLUMBING RISER LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 F rq 04 4m O Iq y 0 3 SUHDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL "2045-LANTANA" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 50 MPH EXP. rl rxa" 7,// �21 DATE: SCALE: 1/4"=1•-0" SHEET p1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 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 NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4, FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM$ SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH 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 FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH 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 OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ALL H AVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (,TYPN) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -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 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN —OUT (TYPN 07 MECHANICAL PLAN SCALE: 1/4' . 1'-0' A E C N IT E C T E Gmotusi 1n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com f. AA #: 0003325 A a r4 0 c sF 9 SUHDIV. 8e LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN LMPJEJ. PNIN•r 7/9/21 DATE: SCALE: 1/4"= i'— 0" SHEET M1 101 2X4 TOP PLAtE FMR FLRL PLAN CANER DEAD PRE-FAS TR4188 Vt' TNICK 7 COAT D, cm WE 1/2' CLG. .—/1- =iovA l� —\ *TmjCiwL roR ODECTLY TO 'E MAEONRT 2.6 P.T. ND ATTACHED TO PILL NOTE: STUDS IN 5' DIA. SLEEVE, CELL AS PER PARTITIONS SUPPORTING DO NOT CUT AAi'rROVTAL Ma. IR' DRYWALL WALL HUNG PLUMBING REBAR EEALANTI FIXTURES AND WALL PIPE URATHER&TRIP CABINETS SHALL BE NOT LHi AROUND (ALL LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT p� .um.oRoa Lw DO�O�M NltJ SPACED NOT MORE SOLID GROUT THE BOND TRACK TALC. 6RA SECURE BT. 0 2x4 WOOD W/ (1)- «5 BEAM amU.. a• R TENED TO � /- STUDS 424' THAN 16' O.C. OR, NOT _ uooD Dae WOW JAM PER _ .... _�. W/ Imd MASONRY v'�. LESS THAN 2x6, WHERE NAIL a 32' O.C. SPACED NOT MORE I. " -- () . .nrrlevvi.L Re¢ VeRTiCAL *Boat � MAP. To DE S MAX THAN 24' O.G. " TRACK MAC" 07O" W PRODUCT ONC. SSLAB APPROVAL REQ FIN. FLR zA PIPE THROUGH BOND BEAM zs Gas LINE THRU BLACK 3 GARAGE DOOR JAMBS D1 SCALE: I I/2'=1'-0' p1 SCALE:3/4'=I'-0' '0"-''�'''''P ��TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'.I'-m' 2X4 SPF FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH LINDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING 24' O.G. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER F MMN b h z a v rn 0 ti Lit FIBERGLASS SHINGLES THICKNESS AS PER SHEET SNI. WITH UNDERLAYMENT AS PER P5CRSHEATHING 905.1.1. SHEET SNI. SECURED PER PER STRUCTURAL DETAILS AS PER FBCR 905.I.I. FASTENER SCHEDULE SECURED PER ROOF SHEATHING THEFT S88 AS PER FASTENER SCHEDULE THICKNESS AS PER SHEET D STIFFBACK AT ALL UPRIGHTS ,•�/r SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER OR GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE SR EN HIGH " A' 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MA x Ax. BOARD ELEVATIONS O. PRE-ENG WD. TRUSS REFERENCE ELEVATIONS lAAANVAW4..k pp IL AVvVvVWi9TRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT cN� PRE_ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-EW. TRUSS WALL SHEATHING CONT. 2x RAT RN SECURED PER INSULATION R-VALUES STRUCTURAL DETAILS / `Y o REFERENCE STRUCTURAL THSNI. SECURE AS PER SEE ENERGY CODE FORMS FOR WALL SHEATHING s MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-vALUEB THICKNESS AS PER a 8 PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER r� m ON SHEET SNI PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER 2x FASCIA PER ELEVATIONS OH ELEVATIONS 5/8, GYPSUM BOARD OR 1/2' 7YP. R-4.1 INSULATION PRE-ENG. GABLE TRUSS ON SHEET SNI. �E HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED 8 AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS R-4.1 INSULATION 2x P.T. SECURED PER STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS REFERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS a 24' O.G. In' THICK 2 GOAT PORTLAND Ix2 P.T. PURRING 8' CMU CEMENT PLASTER APPLIED STRIPE • 24' O.C. IR' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY In' THICK, 2 COAT 1/2' GYP. WL. BD. CEMENT PLASTER APPLIED I/2' GYP. WL. BD. S, CMu DIRECTLY TO MASONRY WOOD BASE PP TER APPL ED WOOD BASE DIRECTLY TO MASONRY 0'-0' FN. FLR _ ° _ 0'-0' FIN. FLR _0'-0' FIN. FLRrI ° — 0'-0' FIN. FLR � ° 8' Crhl ° m m ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE "I-16 IN a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a ACCORDANCE WITH FBCR 2020 "ITH EDITION, SECTION R301.13 a° -ITH EDITION, SECTION R301.1.3 AND 160S.5.1. AND 1609.5.1. W/ WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING n TYP. WALL SECTION n NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 5 MPH E 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF r5-"\1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/a'.P-m' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES 2020 'ITH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 �;fl TYPE It OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT.` A NO PRINT 7/9/21 DATE: SCALE: 1 /4"=1'-0" SHEET N. D1 IQ@. 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1 1/2, X e' J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X VW WASHER 4 NUT OR W/ (2) 1/2' X V ANCHOR 5OLT6 W/ 4' MRL EMBEDMENT W/ 2' X 2' X V8' WASHER 4 NUT 0" SECURE 2x fil TO BLK W/ I14. TAPCON6 1 1/2' EMBED, V OU:, 4' END DIET, 1 1/2' EDGE 0I6T. 2X6 GARAGE DOOR BUCK SEC W/ (5)1/2' X V J-DOLT OR AN 0 SIDES,1-1, eoLre, w/ r MIN el IeEDr ENT, X 2' X VV WASHER 4 WT. (1) WI V OF TOP, (u WITHIN e' OF THE O (3)EVENLY SPACED. NOTES, ALL ANCHORS SHALL DE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE fi I MST TlewA ARE FIOi[ 6TRMGFNT GARAGE DOOR t BUCK ATTACHMENT 3 erx6lm.r.4r e — I/2' DRYWALL Ix4 P.T. OR 5/4'X4' MM. SECURE THRU FRAME 4 I'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I-1/4' WITHIN V OF EACH END DOOR JAMB OR WINDOW 4 18. O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 814IM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED W.) DOOR JAMB TO BLOCK +3/4" OR +5/4" G NDOW TO BLOCK +3/4" OR +5/4" 2X4: 10111 SECURE TO BLOCK W/ 3/16' TAPOON6 (MIN. SWANK SIZE J45 MIN. 14EAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 IV O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3AS' TAPC0NO (MIN. SHANK SIZE 145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8, CM WITHIN W OF EACH END 4 lbMAX SPACING. IR' DRYWALL 2X8, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/I6' TAPCONS (MR SHANK SIZE .HS DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN W OP EAC44 END 4 18' Or- MAX SPAC DOOR JAMB OR WINDOW "' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" Lw A TO BLOCK +1 1/2" 2X4. 110 SECURE TO BLOCK W/ 3AV TAPC.ONS (MIN. 814AW SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 3/I6' TAPGONB (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MR EMBEDMENT I V4') WITHIN V OF EACH END V cm 4 18, OL. MAX SPACING. 1/2' DRYWALL 2X& SECURE TO BLOCK ❑ I'X4' WK2) 3/16' TAPCON6 P.T. NAILER (MR SHANK 81ZE .146 1A6' OAS. X 4' MIN. MR HEAD SIZE 300 MR EMBEDMENT 1 V4') DOOR CASING WITHIN V OF EACH END 4 18' OG. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" r11IINDDI/ TO BLOCK +1 IS/15" 2X4, 181 SECURE TO BLOCK V 3/16' TAPO" (MIN. SWANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT 1 1/4.) WITHIN V OF EACH END 4 16' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TIaROUI•dH NON-STRUCTURAL WK2) 3AV TAPC," 3A6' TAPCON MIN 1-114' MR SHANK 61ZE .145 EMBEDMENT INTO BLOCK MR HEAD 612E "IS MR EMBEDMENT LW) WITHIN V OF EACH END 8' CM 4 W O.C. MAX SPACING. 1,12' DRYWALL 2X8 SECURE TO BLOCK 1'X4' WK2) 3/I6' TAPCON6 P.T. NAILER (MIN. SHANK 61ZE J45 DOOR CASING MR HEAD SIZE 300 MR EMBEDMENT 1 114') WITHIN V OF EACH END 4 le' oc. nAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" 1FINDOA TO BLOCK +2 1/4" 2X4, SECURE TO 15LOM W/3/16' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 2X4, SECURE TO ]BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 16' O.O. MAX SPACING. 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCON6 W02) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE J45 SWANK 812E J45 MR MIN HEAD SIZE J00 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 WITHIN W OF EACH END V C•Nl WITHIN V OF EACH END e, cm IVOrMAX SPACM(i 2X8, ® 1/2' DRYWALL 4 b' O.O. MAX SPACING. 2X6 IR' DRYWALL SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' WK2) 9/16' TAPCONB P.T. NAILER WK2) 1/4TAIRO" P.T. NAILER (MIN. SHANK SIZE .HS DOOR CASE (MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. HEAD 61ZE 300 1/16' OAB. X 4' MIN. MIN. EMBEDMENT 1 1/49 MR EMBEDMENT 1 I/49 WITHIN 8. OF EACH END WITHIN 8' OP EACH END DOOR CA6M6 4 IV Or— MAX 4 b' OC. MAX SPACING. DOOR JAMB OR WINDOW SPADING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3" K NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +3 7/16" @mmgff TO BLOCK +3 7/1E" 2X4, ® 2X4, 6ECRE TO BLOCK W/ SECURE TO BLOCK W/ 3/WTAPCON8 (MIN. V4' TAPCLNB (MIN. SHANK SIZE J45 MR SHRANK SIZE J45 MR HEAD 61ZE 300 HEAD SIZE 300 MIN EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN 8. OP EACH WITHIN V OF EACH END 4 18' O.O. MAX END 4 10' Or— MAX 61PACING. NOTE, STRUCTURAL 2X MUST BE SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED 2X6 ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TH O1,1 H NON-STRUCTURAL SECURE TO BLOCK TWROUCM4 NON-STRUCTURAL LI6' TAPCONB 3/li' TAPCON MIN. I-I/4' WK2) 1/4' B (MIN. 3/W' TAPGON MIN I•V4' (MR SHANK 612E .146 (MR EMBEDMENT INTO BLOCK 61ZE SHANK 612E .145 MR J45 EMBEDMENT INTO BLOCK EMBEDMENT MIN. HEAD SIZE 3" HEAD SIZE 300 MIN. MR EMBEDMENT 1 114.1 S. CMU EMBEDMENT 1 1/49 WT14IN V OF EACH END WITHIN V OP EACH END e' cm 4 I5' O.C. MAX SPACING. 14' DRYWALL 4 18' Or —MAX SPACING. 1/2' DRYWALL 2XS, ® I'X4' 2X6, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCON6 DOOR CASING WK2) 1/4' TAPGONS I' X 4' MIN. (MIN. 614ANK SIZE J45 (MR SHANK 612E .145 P.T. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MR EMBEDMENT 1 114') 2ND 2X SECURE TO STRUCTURAL MR EMBEDMENT 1 1/4•) DOOR CASING UNT14IN V OF EACH Elm MEMBER WK2)I2d WITHIN V WITHIN V OF EACH END 4 IV O.C. MAX OF EACH END 4 6' TO V O.G. MAX 4 IV OC. MAX BPACNG. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" n NDOR TO HLOCK +3 3/4" F A R C N I T E C T S Grm Olin oLs1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774607E FAX: 407-774407E www.a bdesigngroup.com AA #: 0003325 y L a b 0 C L .1111 SUBDIV. 8c LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LOTANA" GARAGE SATING: LEFT PAGE: DETAILS 5 PH E PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 23872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 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 20/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10S31.9 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 MIWINDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MIWINDOWS&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/SIDELITE 2020 FBCR 12/31/2021 23956.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 22/31/2021 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 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 1Z/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM LD W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 �ARCN IT ECT31 6 Design Grouol -na. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA #: 0003325 ml r7 L4 8 k y. 0 CILL A poi SUHDIV. 8e LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-WTAKC GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 50 EVN rrurrl- 7/9/21 DATE: SCALE: SHEET D3 _ PREFORMED CONTROL JONT- FLANGE OF CONTROL JOINTS Td BE UURED TIED TO LATH • V OG. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ SECURELEG MAY BE D TO CONTROLJONT TEMP. DURING INSTALLATION FASTENERS TO BE SPACED • T• Or— MAX VERTICALLY J' THICK 3 COAT CEMENT PLASTER WRB LAYER 7, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED *1'(VERT.) O.C. MAX AT SUPPORTS UM LAYER'(, STUCCO WRAP WOOD 6MEATHING LATH SMALL NOT a• ro e• _ ..__ �• ro e• BE CONTINUOUS THImOUGH CONTROL \ JOINTS BUT SMALL BE STOPPED Al TIED AT EACH SIDE. PER ASTM CI063 PROVIDE 2X4FLAT BLOCKING PLACED FLAT MAX. 6' 70 &' FROM JOINT IgMEN CONTROL 7OONT FALLS S ON NOTE, L FASTENERS FOR LATH TO BE NAILS ORR— STRUCTURAL STUD STAPLES IN COMPLIANCE IW ASTM CIll 2. UPE TIES TO BE (NO. S) 0041Y WIRE / 3. BLOCKING SNOUN MAY Be IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O' M" TYPE CONTROL JOINT OLFOLD aALAtO a -A OL R0.0 IM - PT. A 2. MEAN . PT. S 1 CRAM. R.0 OL POLO 4411AV • Pf. A 2. CRRAM a R.e POLO ® LFOLD ---A T. CRIME a Pt.O 3. CId4! . Pr, c IN pFt. c OVlR It. 6 TILL Pr. C TOICIE4 60TTOM PLANN 4w r Sorran RaYIE IWTR TIaNt MAL. 02 bmcwuT. 3 COAT CEMENT nRANEN A' 2 COAT ER (MR" OR-Y) (/RAPE ONLY) KKX-SOT M AMIw (SM 011TAIL) INSTALL FASTENERS(CLIP6; STRAPS, STAPLES) AS NOTE, APPROVED BUILDING IyRA1' SMALL BE LAPPED A MINIMUM OP REQUIRED TO SECURE PIPE/ WRE TO FRAMING &' • VERTICAL LAPS (ROLL UM LAYER'L END6) 4 6' FIORIBCNTAL LAPS. ALL BEANTB NEED TO 05 TAPED LATH VERTICAL LAP TO BE I' STUCCO WRAP WITH FORTIBER SHEATHING TAPE UM LAYER 4, FORTIFIBER \ BUILDING PAPER METAL LATH / 61.6' SELP-ADMERIPG MEMBRANE / \ FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE PLAS14M OVER APPROVED / 1' MNL LAP .METAL LATH \ MOUSE WRAP. FLASHING TO EXTLeND ONTO PIPE X I 4 A4' SELF-ADMERING MEMBRANE PLASHING OYER APPROVED _ HOUSE WRAP. IT METAL LATH PLA&HIIJG TO EXTEND ONTO PIPE WQD LAYER'L I 1' THICK 3 COAT CEMENT W CCNT. BEAD OF SEALANT & O yRAP I PLASTER INSTALL APPROVED HOUSEURAP AIR METAL LATH NFILTRATION BARBER OVER A• nN R w war / I U M LAYER '2, FORTIFIBER SHEATHNG UM LAYER 4 FORTIPIBER PAPER R STUCCO/ PMISM (SEE _ 6Ka PAPER / ISTUCCO UM LAYER GEV TTP WALL SECTION) WRAP I WOOD 6WEATHRG SECTION E 10 EtAelE h en olMelhg or u M cem6oerd plaster or Owl] pl ,ith ft Owl] comply with the appl92&18 quiremeras of ASTM C 925186. Mm uru LAP• a ovER labonnor lathirlp and ea ALL LM shag eheA mmply with ASTM C 7083-19a, y vAth r 2 BGALE. I Ir4'•I'-0' o ASTM 1787. UGnL AT OTTOM T ILA6EIT AT CTTT" OF ROQ 1 IWLL NRRMCTroNN ® KICKOUT DETAIL m VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETUEEN SUPPORTS WITH 0041E-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-TM). AS PER A61T1 CI063. FOR REPAIR OF TEARS IN UM LAYERS, TEAR& MAY BE PATCHED W4+cvee URAP TAPE PER MANIA 6PEG OR PEEL 4 STICK z iU1 U1000 SMEATI BUILDI PAPEP 6TUCCI APPROVED HOUSE WRAP. FLA6NR•Ya TO EXTEND ONTO PIPE I'OR LEGS PIPE PENETRATION CUT AND OVERLAP ONE 610E OFF SELF-ADMERNG MEMBRANE FLASHING STEP 01 3A PIPE N.T.S. WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• 0 '•_ , 6'tt6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE U.RAP MATERIAL) OVER 41L4' 6ELF-ADHERING MEMBRANE �•sT >c, FLASHING OVER APPROVED •"i:- HOUSE WRAP. FLd61.11NG TO EXTEND ONTO PIPE ;}� CUT AND OVERLAP ONE SIDE OF p-P�� 11� STEP 62 SELF -ADHERING MEMBRANE FLASHING TRATION DETAI LEGEND DRAINAGE PLANE (WRB LATER *9, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO X—X—X—X WOOD OR-111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-14a, MIN. 2.5 L55. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C E I T E C T 8 6 Design Gr u IR�. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 8 e� 4 C ti JA SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL "2045-LOTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAIL 5 H E . PRINT 7/9/21 DATE: SCALE: 1/4"=1'— O" SHEET WA1 INSTALL 6' SELF -ADHERING A E C H I T E C T 8 MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: OVER TOP 4 SIDES I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED SELF ; WOOD SHEATHING LoWn .�' OF SEALANT AT TOP AND FLASHING Grou Inc. IM SIDES ONLY. SEALANT IB TO BE UNIT WRB LAYER 'I, TOOLED SO AS TO DEFLECT STUCCO WRAP 1441 N. RONALD REAGAN BLVD. WATER AWAY FROM JOINTS. �.. E-Z BEAD ALL AROUND PREMANUF. DRYER LONGWOOD, FL32780 .X. -. VENT -APPLY SEALANT ALL VENT CAP (SET IN 02, PH: 407-774807E JOINTS AND INTERSECTIONS 1 CONT. SEALANT) WRB LAYER FORTIF15ER FAX:407-774.4078 yXy APPLY SEALANT AT PERIMETER OF: PAPER www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO AA #: 0003325 Of OONNALL ASIDDE&A CAULKING • JOINT SEALANT • EIN TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING I I PER SECTION R703.7 PLASTER LAYER M, Exterior lathing andplastering STUCCO WRAP BACKER ROD Exterior use of portland cement plaster shall comply with the application 68 DRYER VENT (BLOCK) T� Ya' TO Ye' MID -WALL LAYER 4, FORTIFIBER BUILDING PAPER .x requirements of ASTM C 926-18b. WEEP SCREED METAL LATH Installation of exterior lathing and framing iif WOOD .: Tro• TEXTWeED CONSTRUCTION FINISH . WOOD shall comply with ASTM C 1 D63-19a, ' X or ASTM 1787. I SELF-ADHESIVE RUCTURAL FASTEN TO WOOD STMENDER WRB LAYER °I, X FLASHING . T• OZ. MAX 9' ) STUCCO WRAP '' HOODED VENT BUILDING PAPER 'QUICK WOOD FRAMED wALL i' THICK, 3 COAT CEMENT OVER _ _ _ FLASH' I— WALL PLASTER =� METAL LATH _ HORIZONTAL WEEP SCREED • WRB LAYER 4, FORTIFIBER PIPE THROUGH / WALL (FRAME TO FRAMES >" v WIDE STRIP SELF BUILDING° PAPER APNE CLEAN WOOD SHEATHING I MASONRY BEFORE APPPLIY NG v- �—TEXTURED r O F a DRYER VENT (FRAME IF b' SELF ADHESIVE FINISH .MASONRY FLASWWALL PERMANUF.S SPECS.) 7B HORIZONTAL WEEP SCREED PER MANUF. SPECS) BUILDING PAPER (FRAME TO BLOCK) WOOD SHEATHING UNDER 'QUICK FLASH' LAYER -1, STUCCO WRAP S' LAYER -2, FORTIFIBER WOOD BUILDING PAPER WRB LAYER "I, cCNetucnoN GUT OPENING IN STUCCO WRAP o APPROVED HOUSEWRAP METAL LATH A VENT PENETRATION FOR BOX INSTALLATION SCALE: N.T.S. S' CMU VINYL CASING BEAD 6' RAISED DANo CUT 'X' INTO X 'd s WRB LAYER •I, SELF -ADHERING ! I STUCCO WRAP MEMIBRANE FLASHING V TO A' MID -WALL see nC�an O APPLY SELF -ADHERING .' MEMBRANE FLASHING WOOD SHEATHING OVER BOX AND OVER 6' WIDE STRIP BELF ADHESIVE FLASHING, CLEAN APPROVED WRB MASONRY B�'�`Y� STEP #1 LAYER 'I STEP * 2 Z "FLAW RASHMG ELEC. METER FIELD I STONE VENEER VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPROVED HOUSEWRAP OVER SCRATCH COAT BELOW LAYER fl, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH THAT 9 NO MEMBRANE APPLY 6m MIN GRADE 'D' FELTENTERS OVER INIGS BELF-SELF-E FLA MEMBRANE FLASHING W/STONE VENEER METER APPLY O FACE SELF -ADHERING (FRAME TO BLOCKZ EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROvED HouSEu4¢AP LEGEND ISOCYANOTE-POLYBLEND FOAM LL LAYER 02, FORTINBER ('GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP *3BAS STEP #4 DRAINAGE PLANE (WRB NT EE SEALANT AT ITRATES LAYER 01 STUCCO WRAP) THAT EC WIRE PENE SU13DIV. & LOT: SILVERADO LOT ##10 BLK ##16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA° GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAIL 50 PH WRB LAYER e2 (FORTIFIBER — — — — — ELASTOMERIC COATI BUILDING: PAPER) AREA TO RECEIVE G.VEFINISH METAL LATH X—X—X—X STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- APPLY E-Z BEAD OVER 60 MIN 'D' ?o 0 0.0 ° (SEE TYPICAL WALL SECTION) ad ROLL PRIOR TO GRADE METAL LATH v? STUCCO ELEC. METER INSTALLATION FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL WOOD OR 7/16" ZIP WALL COAT LARGER THAN THE ELEC. AANNs INTERSECTIONS ® METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND a SELF-ADHESIVE FLASHING — — — — — DISCONNECT PRINT 7/9/21 DATE: NOTE- METAL LATH: LATH TO BE PER SECTION Op ELECTRICAL CONDUIT STE P *5 # ro STEP SCALE:1/4"=1•-O" SHEET R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 L55. U PENETRATION i PER SQ. YARD (UTILITY OR NOMINAL LATH NOT MEET SPECIFICATIONS) ELECTRICAL RECEPTACLE A� DOES I WOOD BREATHING EXT. WOOD FRAMED WALL A R C H I T I C T! WRB LAYER -1, am -FLOOR COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WOOD WRB LAYER -2, FORTIFISER PRE-ENG•D TIR)SS 1" BARRIER 1 CONSTRUCTION BUILDING PAPER 1 ' ' (LEATHER RESISTIVE i'i HAT CHANNEL 1, THICK, 3 COAT CEMENT 'TYPE 'X' DRYWALL PLASTER WEATHER RE51671VE BARRIER 1 WEATHER RE81671VE -2 I BARRIER 02 6' SAF \ ^w d LJGS'I�jn 6' SAF. • TOP OF WEEP SCREED SARRIER / 3 COAT CEMENT-� PEEL +I ST GZ Im TO SHEATHING BEHIND WEEP SCREED ��1CK PIES \1f `CK I���''//�i- ` W� SHEATHING 1)6'x3' 'L' FLASHING R=D REACIAN BLVD. 4' POSITIVE DRAIN METAL LATH MLLRY�EFMB�EDENED _ , �` WEEP SCREED WOOD 6FEATHING 1441 N. 0 LOPH: WRB LAYER -1 / �`� I 1)$' X 3' 26 GA GALV. 4070-D74�078 STUCCO WRAP - `� i METAL DRIP EDGE FAX: 407-7744078 }• THICK, 3 COAT CEMENT SET IN FULL BED OF Y,' GAP FOR BACKER www.abdesigngroup.com PLASTER i DR EMOR �D SEALANT OEALANTjj' MIN. AA #: 0003325 W SELF-ADHEREING AM66-WFIUG-719 I WALLG�DE SPACE FROM DRIP I•' FACE TO TREX WEATHER RESISTIVE FLASHING WRAPPED • TOP OF WEEP SCREED W RONTIVE DRAIN ' 411M 3 COAT CEMENT VINYL CASING BEAD L BARRIER 1 TO SHEATHING BELOW u�a_p sreso_nyMYL CORNER eem �. TER WEATHER RESISTIVE 1 • WRB LAYER 1, NO GAP IN FIELD VINYL CASING READ WATER PROOFING Iet I1 BARRIER 4 X` LAYER (2 LAYER PEEL - EXTERIOR COLUMN LEGEND STUCCO WRAP SEPARATE FOR CLARIFICATION Y) 4 STICK) w"'01ianwa ""� COLUMN SHEATHING , "•.:. I � SEPARATE ACGE880RIE8 ONLY) OF 'S•D - `� ~�� I ! i "• I WRB LAYER 4, FORTIF15ER BUILDING PAPER PEEL 1 STICK 6' SAF. �x3 'L' FLASHING IN DRAINAGE PLANE (WRB " `" • W SELF-ADHEREING ® ROOF CEMENT 6uB FLOOR \ LATER fl, STUCCO WRAP) WRB LAYER 1, i •LASHING O�E OF CANTDILEVER I V X 3' 26 GA GALV. STUCCO WRAP ;� - • METAL DRIP EDGE WRB LATER *2 (FORTIFIBER — — — — — AMICOAM66-usage-,6m I Y"; �E�, E oRA'" CANTILEVER DRIP I,s•XI>f'P.T.ORSIMULATED SE�T�� °r CUSTOM CASING BEAD O WOOD(TREX) FILLER BUILDING PAPER) ------_-- EDGE CONTINUOUS FACE SPACE OF'DRIP ,7 Yr GAP FOR SEALANT VINYL CASING BEAD METAL LATH x—x—x—x OPT. BACKER ROD. NO GAP IN FIELD WATER PROORINCs Is! (SHOWN FOR CLARIFICATION OF 3' X 3. 26 C.A. GALV. MODIFIED 9® LAYER CZ LAYER PEEL 4 SEPARATE ACCESSORIES ONLY) FINISH LAYER (2 LAYER METAL DRIP EDGE 3/4 RESILIENT STICK) WRAPPED FROM STUCCO PEEL 4 STICK) SET IN RILL BED OF HAT CHANNEL DALCONY DECK TO CASING BEAD W PEEL • SEALANT,Ji' MIN• TILEVER VINYL CASING BEAD SPACE FROM DRIP CANWOOD OR 1/16' ZIP WALL h pa° v a 0 �a h O ro G l0A DTL. ® CANT. STICK. DRIP g THICK, 3 COAT CEMENT SHEATHING FADE TO TREX Or-o' DECXiio PLASTER • •••••--- 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED I WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — V GAP FOR BACKER FINISH k, NOTE: IVXI 94' P.T. OR SIMULATED ROD i SEALANT 'POSITIVE DRAIN WOOD(TREX) FILLER, METAL LATH: LATH TO BE PER SECTION VINYL CASING 'THICK 3GOAT CEMENT ARP 4!ED CONTINUOUS NG BEAD PLASTER NO GAP IN FIELD t WATER PROOFING 4t I WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF R�m3.1.1 / ,4STM C-84� -14a, MIN. 2.5 LBS. LAYER (2 LAYER PEEL 4 BARRIER 1 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICKPER SQ. YARD (UTILITY OR NOMINAL BALL WRAPPED FROM BIER RESISTIVE �H CANTTILEEVEREGG TO ,�„o 2Z4 BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL 4STICK • o GCMEMBRANE, 11C EDGE INSTALLATION ® COLUMN DRIP EDGE TO DECK e� EMEND OVER DRIP &ES FLOOR EDGE (W/"L" FLASHING WOOD CONSTRICTION ®® 3' X 3' 26 GA GALV. SCALE: INTO METAL DRIP EDGE WOOD SHEATHING •^ SET IN FULL BED OF WEATHER RESISTIVE I )1'XI % P.T. OR SIMULATE SEALANT, )f' MIN. BARRIER 1 WOOD (TREX) FILLER SPACE FROM DRIP WRB LAYER 1, .i A G 3/4 RESILIENT CONTINUOUS FACE TO TREX STUCCO WRAPu� HAT CHANNEL WEATHER RESISTIVE VINYL CASING BEAD 2x FRAMING MEMBER 17 YW GAP FOR SPACE y BARRIER 4 ROD C SEALANT WATER PROOFING lot 3 COAT CEMENT WOOD SHEATHING VNYL CASNG BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t STICK) WRAPPED FROM PLASTER 4 WRB LAYER 02, FORiIFIBER - i' THICK, 3 COAT CEMENT PEEL � STICK) 3/4 RESILIENT BALCONY DECK TO 2 Imo. �� BUILDING PAPER '� -) V7 --'-'-- --r- ; PLASTER HAT CHANNEL CANTILEVER �' THICK 9 COAT CEMENT FASTENED TO SHEATHING i -, I WRB LAYER •I, 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER • T O.C. MAX. C -.i METAL LATH i STUCCO WRAP W/TEXTURED +f PAINTED WOOD SHEATHING METAL LATH - FINISH i' THICK, 3 COAT CEMENT (2) 2x12 HEADER SW(TEXTUPEG C PANTTEED WEAT RRRE616TIVE W 0LAAYEERR 1P �' THICK, 3 GOAT CEMENT I WRB LAYER 02, FORTIFIBER PLASTER FINISH BARRIER 1 ', PLASTER a ., i EId,I1LDING PAPER i' THICK, 3 COAT CEMENT WEATHER RESISTIVE BARRIER -2 4' POSITIVE DRAIN WOOD SNEA7RING I& 'SELF -ADHERING METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP WREFD PI ASTER V. CORNER BEdD neep arocm --- METAL LATH FLASHING 4 --. THICK, 3 GOAT CEMENT IN VYL cA6ING BEAD �TIFIBER I (EXPLODED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FORCLARIFICATIONOF BUILDING PAPER IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) M .'1 CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14CORNER BEAD ® FRAME DRIP GAP " DRIP EDGE 11D 11 EDGE INSTALLATION A I INSTALLATION WINDOW FLANGE ���---- \ WRB L TER 01, WOOD CONSTRUCITON STUC WRAP �{\ 2 1/2' ! WEATHER RESISTIVE CORNER BEAD WRB LAYER 62 FORTIFIBER SUBDIV. 8c LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETLiAIL BARRIER 1 50 II WEATHER RESISTIVE (FASTENER 4 SPACING a l' O.G.) BUILDING PAPERARCIFn BARRIER 4 OF I N METAL LATH VINYL CASING BEAD. }' THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT E ; WE' TYPE 'X' DRYWALL METAL LATH PLASTER FINISH FINISH RED E PAINTED WOOD SHEATHING .i r 6'SELF-ADHERING J' THICK, 3 COAT CEMENT I-EADER/BEAM GMU FLASHING PLASTER ! i 1/2' THICK, 2 COAT CEMENT A Y1NYL CORP. 4' DRIP CAPAD VINYL CORNER BEAD PLASTER APPLIED POSITIVE DRAIN WEEP SCREED DIRECTLY TO MASONRY VINYL CASING BEAD NO GAP IN FIELD WINDOW FLANGE D T : /21 (SHOWN FOR CLARIFICATION OF SCALE: 1/4"=l'-0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD Ca? BLOCK CASING BEAD (9) WINDOW SHEET @DRIP EDGE INSTALLATION 15 B ( FRAME, NO BAND) WA3 WOOD SHEATHING WRB LAYER +I, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH 1 d' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING vINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE SHEATHING WRB LAYER 61, STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH -SEXPLODED rJ' THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER h, — STUCCO WRAP VINYL ANGLED Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER is STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP d' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER WOOD SHEATHING WRB LAYER +I, STUCCO WRAP `— CASING &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO j 8 CASING BEAD (CROSS SECTION) WIOOD 6HEATHMG WRB LAYER 'R, FORTIFIBER DERESISTIVE BUILDING PAPER : ; eAlaTeNeERelarlvE �f.11E�� \\ METAL LATH +, x�TYLAP SIDING HEIRtING a' THICK 3 COAT CEMENT FLAN G+ERn1G ` I 1 WEATHER RESISTIVE PLASTER '+ \\ 6AIMER, ' STARTER STRIP BARRIER �SI6TIVE &'SELF -ADHERING FLASHING wn�eFiiHo°DHERH� CALMETAL GALv'D METAL 'Z' FLALA SHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW 15c (FRAME, W/BAND) WOOD SHEATHING METAL LATH — STUCCO LAYER WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER i WRB LAYER 01, THICK, 3 COAT CEMENT i STUCCO WRAP PLASTER ; WRB LAYER 62, FORTIFIBER VINYL ANGLED BUILDING PAPER , CASING BEAD METAL LATH VINYL CASING BEAD i �THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED BAND (FRAME) SCALE: W FLASHING . Y..v DOD TRIM MEMBER / ` CASING 6IMIlLATED ulbDD TRIM MEMBER \ ` / OR APPROV SGAP EALLAANT CASING SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-841-14a, MIN. 2.5 L59. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UIOOD 6HEATIMS WEATHER RESISTIVE BARRIER 9 i EARNER �818TIVE !/(R' SIDING 1w16ni RE AL I 3 FL�� 67ARrER STRIPOR / LVV // / UEABARTME14 'Z MG LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH a WINDOW FRAME WRB LAYER "2, FORTIF15ER BUILDING PAPER E-Z BEAD vINYL CASING (W/W FLEXIBLE PVC BACKER ROD) i r —WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (a' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY f )14' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD �PL,A L L SEALANTS / TO WINDOW METAL LATH WINDOW FRAME 6' SELF-ADHERMG FLASHING j I UJIIAT IER RESISTIVE BARR BARRIER 9 TO LAP \ 6' MIN AeovE TOP aF •Z' FLASHING I -WEATHER RE616TIVE BARRIER q L WEATHER RESISTIVE I / BARRIER 7 _ G' LVIDFLASHETAL FLASHING I DO NOT GAl1LK OR j ! WINDOW FLANGE M6' 6W'LLATED— ,Z'�I4-A8HM6`^- TRIM MEMBER E-Z BEAD VINYL GABWIC. I Y' X 6' SIMULATED fWAf,' FLEXIDLE PVG / , UIaOD TRIM MENDER BACKER ROD) \ / I ' 6ELF-ADHERMG 6' SELF-ADHERNG I 1 FLA6HMG FLAaHNG \ • TH T 3 COATSTER \`\ , AL GAP VCALLKING \ t_ OR APPROVED SEALANT WEATHER BARRIER RESISTIVE MATHER BARRIER I�IIF.818TIVE WEATHER RE816TIVE E-' BEAD YE03 GAAM BARRIER a tuv!< MIBLE Fvc BACKER ROD) SIDING TO STUCCO WEATHER RE818TIVE ® FRAME TO FRAME 6A1d`IER 19 TRANSITION WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%* FLEXIBLE PVC BACKER ROD),, MEMBER •APPLY FULL BED OF SEALANT BETWEEN )� BUILDING FLANGE 4 BUILDING WRAP WRAP 6A)EZ BEAD WINDOW CASING! A R C N I T R C T Design Grou 1��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w y 8 0 a c F ivxwm CARE S LO BE TAKEN IN IUEEWNG THE VENT PROPERLY 4', T AND 10' SHOFM IN -.ZED ALIGNED. VENT WIFE IS SEALED IF UTUMD. NNL IN PLACE USING 1-114' NNLS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE PIbRM1gN OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUTTEGOOSENECKVENTCPENINGINTHEROOF SHEATHI REO0tINENDEDINSEVEREVUEATMROQASTAL CONSTRUCTONZONES. CHART SHOVM. IN THE EVENTA MECHANICAL VENT FAN IS USED. SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S WWNG COMECTON INSTRUCTONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO TUT THE NAILING FLANGE OF ME VENT LAYS FLAT TO THE ROOF SMATHNG. SLIDE T. TOP ANO S1DE FLANGES OF THE VENT UP AND UNDER SHINGLES. IEBOTTOM VENT FLANGES TO LAY O THE TOP OF YNE THE SHSHINGLES. IF ROOF HOOD VENT DETAIL SCALE, NTS CUT HOUSEWtAP AT 4S' ANGLE 13 MOD94ED -I- CU N MWSV~ LINE OF WNDOW OPEING APPROVED NDUGW~ OVER SWATNNG OVER _ UD STUD WALL STEP 1 INSTALL e'- SELF-ADWRNG FLASNN OVER NAILING FLANGE JAI 06 EMEND FLAMING MIN I' BELOW SILL \J/\ FLEXIBLE PLASMNG DO NOT SEAL BOTTOM FN STEP 6 TEFIPOIRARILY FOLD -UP 4 e"c WOUSCWRAP (O TUCK FLAP UNC RL WAD FOLD NO11elW IN AT JAMBS , MOPE SILL R VINYL NEAP FLASNNG (UATW DAP B/ "LNG FLANGE SELF-AD14 FLAMIN V MN BEYOND JAMB FLASWNG "TALL VINYL CAP ALIGN K AS 4 all SIT. EDGE OF SILL PLO. MECRMICALLY FASTEN FANNED EDGE". (CAP NAILS, STAPLES) INSTALL DUPONT PLEbURAP AS TF PLASMNG AT TWU FOLD 110USEY.RAP DOUN U TAR DIAGONAL CUT ACROSS HEAD OF III 46 oll PLUMBING VENT DETAILS eCALE,NTS WNTNuw9 DEAD * SEALANT AT AIDS AND WAD a IPPLY TO BACK OF IINDOW NAILIG LANGE N LINE UM IISR-FUNOMD IDLES OR SLOTS. INSTALL S' WIDE ADLESIVE - BACKED FLEXIBLE FL.AGNING MATEMAL OVER DRIP CAP JOINT (PRORcTo-IUtAP *T-20XL - F.OIUV) STEP 7 STEP 8 -"� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NT5 STEP 4 STEP 9 OVER JOINT DS' IMDE VALLEY FLASHING SN OR HEAVER FELT UNDERLAYMENT ASPHALT ROOFING CEMENT -NO FASTNERS VATHIN 8' OF CENTERLINE %TRIO FASTNERS IN END OF SHINGLE XM ENO SHINGLE AT LEAST I2-BEYOND VALLEY CENTERLINE 1' CLIPPED OFF COitNER AT 45 DEGREES SHINGLES TRIMMED T BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NTe APPLY 061 W7U (DI EGLLAL) SEALANT . WNDOWcm JOINT. FLUID APPLIED FLASWN6(LANCO UNITE -SEAL RC-N OR EOUALA MOPE SILL TO EX L IT 16 THE CONTACTORS RESPONSIBILTY TO VERIFY TWE CA"ATRBILITT OF ALL PRODUCTS MCLUONS HOUSEURAP, SEALANTS 4SELF-ADNEI06 PLAS14M MATERIALS USED DURING, OON"TRNCTRO. R. INSTALL ALL MATERIALS PER MANUFACTURERS UETTEN SPECIFICATIONS NSRi hla, SEALANTS MAY REACT ADVERSELY IF NOT Ca-PATIBLE. LEAN AND SEAL JAMB TO BILL JOINTS WITH DOW I]" FOLLOWING COMPLETION OP EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION DELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT L IT IS THE CONTACTORS RESF'ONSIBILTY TO VERIFY IE TCOIPATIBILITY OF ALL PRODUCTS INCLUDINGSEALANTS 4 SELF -ADHERING M-ASNNG MATERIAL" USED DURING O "TRICTION. 4. FLAMUNG AT EXTERIOR WINDOWS AND DOOR OPENINGS, WALL BE NTALLED N ACCORDANCE UT14 MANUFACTURER* INSTALLATION INSTRUCTION* ARID APPROVED FETWOD U OF FBC R103A U N ACCORDANCE UT14 FENESTRATION MANUFACTURE" NTALLATION AND FLASLIM INSTRUCTIONS. WA�IOW "EALAIre MAY REACT ADVERSELY IF NOT COI'A�ATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, Me A R C N I T E C T t 6 „Design PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Mill y 0 IG O eFe 9 -LLL-j SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT#( 03719.001-10161 MODEL: °2045-LANTANA° GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH E . PRINT 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET WA5 2x6 SUB-BANb W/I'x4' NOTCH m END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP DRIP EDGE I� l/6' TEXTURED I FINISH g WOOD I 2X6 SUB BAND—/ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION �tl ©PL>4N 5- -ROOF KICK OUT REMOVED FOR CLARITY —ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL ,NOT INTO STUCCO) ©i�L,4N A 1)8' TEXTURED FINISH 9 WOOD, IR'TEXTURED FINISH 0 CI'1U METAL LATH .WOOD 9NEATNING OR Ch1U WRB LAYER fl, STUCCO WRAP (FRAME ONLY) WRB LAYER 4, flORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT �1/8' TEXTURED FINISH 0 / WOOD, I/2' TEXTURED /FINISH ®CMU / 2x6 SUB -BAND W/I'x4' NOTCH tv END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE GUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR GMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Ya" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il/i'x4' NOTCH a END, WRAPPED IN PEEL a STICK *ROOF CEMENT g ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH Q END, WRAPPED IN PEEL a STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 6 A R C N I T E C T i 0Design ou ln�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4079 www.abdesigngroup.com AA #: 0003326 m y s a 0 R SUBDIV. 8e LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045—LANTANA° GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 PH E -1 _ _ . . TE-1 _I- TE-1 L L I v 3 \ 1 FM-i6X18 , 1 F2-24X24 F2-24X24 - I 4" CONC. O a ~ I o ro rn SLAB y \ I I L1 �3112" \ I =,.7FM-i6X14" PVC 4'-4" T-0" CHASE{,`\ I \\ I M I I I \\ „ `� TOP OF TEA \ — \\ SLAB I z o ILL Ix O } Io � m N 1" PVC CHASE i< \` r TE-1 ` FOR ELEC. @ fO ISLAND E ,., W I o I, .I \\d I 4 TEA o? ,I _ _ I— 1- Y EXTEND IF SLAB 1 1/2" I L TE-1— J " N L — TE-1— I g ,., 6,_8„ 5,-4„ � 4,_10„ 2,$„ q„ I I *:3 1/2" I I I I . I X I EXTEND - SLAB 1 1/2" FM-i6X18_ 1- 4" CONC I N Ia w SLAB I I N I o iv �-31/2" W y 2 - � I - y 1.1 v I� 4„ 5, 2"� 4., UI TE-1 I I *-51/2" I F2-24X24 1 1 I �% FMC-i6X18 1.1 t.1 FMC-18X18 _ FM-16X18 FM-i6X18 0 4 4 ^ 2'-7" ,., , 16'-0„ - 2,-7" 4'1" I. 8.4. FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 10'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1121INDICATES #5 BAR, 13INDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE M' OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION DOWEL LEGEND ® S'xB' MASONRY COLUMN W/ (2) 9'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN W/05 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB THICKNESS I REINF REMARKS 6X6 W 1 AXW 1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITYAS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FMA6X18 16' CONTINUOUS 18" - (2)#5's _ Mo.'" FMC-16xl8 16, CONTINUOUS 18" - () 's #5 IN CURB VARIES F-2424 24" 24" 12' (2 s (2) 's _ (+)01_0.1 TEA 8" SEE PLAN 8" - 1 s #5 IN CURB (-)O'-0" F1-30X30 30" 30' 12" (3) #SS s _ (-)0--8" Ft-42X42 47' 47' 12" (3)#5'S l) 's (-)O'8" F2-24X24 24" 24" 12, (2) #5'S (2) # 's FOUNDATION PLAN SCALE: 1/4" = V-0" A R C N 17 E C Ts 6 Design2 Grou ,- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-77"078 www.abdesigngroup.com L AA #: 0003325 V m 0 a O ti Sumnv. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA° GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 5 PH 2 t. Yktlr4"' 7/9/21 DATE: SCALE: 1/4"-1'-0" SHEET sl 3U MIN. EACH WAY — MONOLITHIC FOOTING } Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ¢ T a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 1 SPACING REQUIREMENTS F P- °° a W m O W 77 IL Q FM ° °, taq - Z 8"CMU WALL It O y 8"CMU WALL 1 ° . f I CORNER BARS, SAME SIZE AS LARGER BAR I O ro 01 Z 0,_a. ° °I IN FOUNDATION WITH 30" LEG EACH +- 9 I�TIj/,,II� WAY AT ALL CHANGES IN DIRECTIONS �i TOP OF SLOB UB'` TOP OF SLAB "I SO THAT THE STEEL REINF. IS CONTINUOUS I MATCH AMOUNT OF CONTINUOUS BARS POR SEE SLAB SCHEDULE R SIZE 48 BAR DIA. 4 CHAMFER (1 STORY) EXT. ° - VARIES ° SEE SLAB SCHEDULE• TOP OF GARAGE - I°EXT. oI la CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2' IS (W• °• -� IH 6"CHAMFER (2-STORY) #3 18, #4 24" PORCH SLAB Wl 1/2' ISOLATION° I 4" CHAMFER (1-STORY)°JOINT ` 6" CHAMFER (2-STORY)APPLICA SEE SCHEDULE 30" JOINT (WHERE •, EE SCHEDULE#5 FOR WAD, BAR SIZE APPLICABLE) Z a FOR WAD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY „ N AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS Ile, 2 TO 3, PROVIDE 2 BARS), UNO %- EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" n 2 SCALE'3/4'=l'-a' GARAGE CORNER BARS DETAIL g SCALE: 3/4"=1'-0" GARAGE DOOR LP TOP PLATE A MIN, OF 48" u, RECESS AND NAIL W/ 16d COMMON -I NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT N B+ LP TO OCCUR OVER STUD OF WALL W/ PLAN W W W = N N 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING B, WALL W/ SYP O 0. I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ c -, ^ MASONRY > N NEW REINF. BAR w o_ SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/2" PATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH iw UNITS SET °- Z:O„ AT ELEV. 2" CAPPED a g EPDXY. MIN, EMBED EPDXY 5-1/Y' EMBED. MIN. 16" OC OtO GALVANIZED PIPE 4 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE BASE Q FOLLOW ALL MANF, BTM AND TOP PLATE SPECIFICATIONS FOR = ANCHORS W/ 10d x 1 1/2" o = USE AND I COMMON NAILS FILL ALL 4„ PREPARATION OF HOLES, DO NOT USE 10d W (D HOLE. x 3" w SLAB SCHEDULE SECURE FLANGE T1 a RECESS AROUND GARAGE TSLAAPE N/(5) 1/4" X 2 1/4" _ O O}' [SEE �_ 0,-0�� DOOR OPENING e F-_ TQPOFSLAB -� a' ° p Y ° SCALE:3/4"=1'0" 4"CHAMFER(1STORY) a� 6" CHAMFER(2STORY) -. 0' `�° LAP TOP PLATE A MIN. OF 48" EQ. EQ. SEE SCHEDULE AND NAIL W/ 16d COMMON VERIFY HEIGHT FOR WXD, BAR SIZE NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING MONOLITHIC FOUNDATION WALL W/ SYP No 2 STUDS SEE SCALE:34"=1'-0" (WI UPLIFT 5 BOLLARD c 6 PLANS FOR SPAC ING SINGLE BTM. PLATE TO BE PT. SCALE: 3/4"=1'-0' SCALE'34"=1'-0 PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/1 MASONRY ,d NAIL 16' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. LP TOP PLATE A MIN. OF 48" � SEE SLAB SCHEDULE AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED +- 0'-0" LP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND TOP OF SLAB +'� SPACING REQUIREMENTS a 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z T_WALL \nPEQE W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE I;lr a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP PLATE O/C STAGGERED. '16" Q w ADDITIONAL METAL 00 U . EE SCHEDULE CONNECTORS NOT FOR WAD, BAR SIZE REQUIRED WHEN NO UPLIFT IS PRESENT. N O 8" CMU WALL AND BAR QUANTITY o'-a' LINTEL PILLED (TYP ��INTERIOR CURB FOUNDATION WOOD WALL Q )P) 8" CMU CELLL ':w' - - TOP OF SLAB e ��� � � - � SCALE: 3/4"=1'-0" (NO UPLIFT) SEE SLAB SCHEDULE I 2X WALL FRAMING +- 0'-0" SEE SLAB SCHEDULE 12" DIA. SIMPSON ST62 BOLTS 5" TOP OF SLAB -a" z •``' MINIMUM EMBEDMENT INTO g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX y E POURED MONOLITHICALLY WITH ° --•- FOUNDATION AND SLAB 8' VARIES a' SEE SCHEDULE _^Y„°,T. 3 SEE SCHEDULE s• 3' FOR WxD, BAR SIZE FOR WAD, BAR SIZE pt tl AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL L COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO ds 9 BCALE:3/4"=1'-0" NO UPLIFT) ( 1 o FOOTING AND COL. PAD BLOCK WALL CONNECTION 11 SCALE 34"=1'-0" Q SCALE: 3/4"=V-0" SHOWER RECESS FOOTER 12 SCALE: 1 "=V-0" A S C N I T E C T S 6 Design GrOU 1.�. I1441 N. RONALD REAGAN 8L1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 Z a O F a SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LMANA° GARAGE SWING: LEFT PAGE: DETAILS 50 H TIE VERTICAL REBAR 77 A! C N I T I C IT TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. � g ,. n. 4 ° a � -" ' 9 a�� TO HORIZONTAL IZONTAL REBAR W/ 10" HOOK Design GROUTED BOND BEAM N Grou .. — VARIES PER ELEV. r' ° 1441 N. RONALD REAGAN BLVD. z LONGWOOD, FL32750 ° PH: 407-774-6078 FAXV w.a: 407-77 4078 ngroup.eom www.abde mup.c g0 a0 AA #: 0003325 0 It of < m #5 BARS v ■ 10" HOOK 0 CLEAN OUT REQUIRED ,a o K - FOR INSPECTION .Q m m _ Fe I o O th 0'-o FIN. FLR. O ° <a TIE ERREBAR j ° TO HORIZONTAL o - REBAR W/ 10' HOOK e� 0. yh R e� C 2 BAR SIZE 48 BAR DIA. �P 0 #4 24" ° CMU UNIT DIMENSIONS M OU #5 30' ap� ARENOMINALSIZES #S 36, OFFSET METHOD CONTINUOUS BAR�3IZE 48BA8RDIA. •� _ #7 42" METHOD #4 21V MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTALNERTICAL #5 30" 3 SCALE: 3/4"=1'-0" REINFORCING SCALE: 3/4"=1'_0" G SCALE: REI3/4„=1-0„ Lu e"x8"MASONRY COLUMN W/(2) #5'S ARE DESIGNED TO BEPLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE ❑ © 0 BLOCK AS SHOWN m DOWEL IN FOUNDATION. DOUBLE FILLED CELL 4 SCALE: 3/4"=1'-0" 14 SUSDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL— "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. Bj DA E: 7/9/21 SCALE: 1/4"=V-0" SHEET S1.2A GENERAL NOTES 1.1 FLORIW BULGINGCODE]MEDITON,2020 RESIDENTIALSECTIO-R402.28RBD8, 12 FLORIOASUILDINGCODE,7te EDITION.2030BUILDNG,SECTONS180128210]. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI 318-14). - BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402I602-1 E) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 2) CONCRETE: 2.1 CONCRETECOMPRESSIVEST2ENGTHAT28DAYS: 2.1.1 PRECAST WSTANDARD REINFORCEMENT�000 PSI MIN, 2.1.2 PRECASTWRRESTRESS REINFORCEMENT-0 PSI 2.1.3 GROUT PER ASTM C476 -=0 PSI W MAX. 3IB' AGGREGATE. 8- TO 11- SLLMP, 22.1 STEELP aDINPRECASTLINTELATTIMEOFFABRICATON ASTM A8-15M (GRACE W) 222 STEEL IN LINTEL AND KNOCKOUT BLOCK(PLACED IN FIELD) ASTM A61dA81 SM (GRADE 4D). 2.3 PRESTRESS STRANDS ASTM A4167-WRE, STRESS RELIEVED 270 KSI 24 DETAIL REINFORCEMENT IN ACCORDANCE WTH ACI 318.14. 2.5 CONCRETING OPERATIONS SHALL OJMFLY WTH ACI STANDARDS. 2.6 D4.8WRE PER ASTM Al WIA1014M 3)MASONRY: SA CONCRETE MASONRY UNITS(CMU) SHALL CONFORM TO ASTM CAC, NORMAL HEIGHT WTH MINIMUM NET AREA COMPRESSIVE STRENGTH 2OIMS1. 32 MORTAR SHALL CONFORM TO ASTM C-2M TYPE'M' OR 5' 3.3 FULL MORTAR JOINTS ARE REWIRED 34 MINIMUM AGGREGATE 2S-0AY COMPRESSNE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM • 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE 'UNIT STRENGTH METHOD' OR, ALTERNATIVELY, BY TIHE'PMSM TEST METHOD- W1ERE UBM REQUIREMENTS HAVE NOT BEEN MET. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' IOU TH A MINIMUM ACCEPTABLE BEARING OF 4- PER FLMDA BUILDING CODE TTH EDITION, 2020 RESIDENTIAL. SECTION R808.8.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2030 BUILDING, SECTION 2104.1 42 SAFE LOAD VAWES BASED ON RATONAL DESIGN ANALYSIS PER AC1318.14 AND WS 402-16 43 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR ATE DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FORLINTELLENGTHAT6E'ORGREATER,VERTICALCEUFIUEDSOLIDWTI GRWTAND MINIMUM ONE (1) /5 VERTICAL REBAR IS REWIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER TN AN 144' CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d X 1 1/7' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LT A2 W/ (8) 10d X 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d X i 1/7' HDG NAILS, FILLALL 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 CASTCRETE 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 211 MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' X 27W LONG, WITH WASHER @ 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 1Z 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 SIZE 6 DESCRIPTION REMARK O (2) 2X12 BEAM SCHEDULE ZZURM 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 (P I) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 SIX S" (1#5 GROUTED SOLID �.�UPLIFT SAFE LOADS 8"x12" RECESS DOOR HEADER MEN MEN MINEMM ® ® GRAVITY & UPL FT SAFE if LOADS 8"X16" RECESS DOOR HEADER LOADS 8"X32" RECESS DOOR HEADER ENE MM ®mm M lime R - - - - - - - - - ------------------------------------ 1 El 1 VF16-1T/OM/OB 8F16-1T/0WIB 8Fi6AT/OM/1B q:6� 2 SFt6-4T$OII/OB IT-6" 10'-2" . 1 1 % 4*1 I �� I i ?� J.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL EL. 9'-4" IF --- 7 i I i L___-j r � 1 • 1 1 . 1 I ♦ 1 1 % 1 1 `% 1 1 V 1 1 1 1 1 1 1 1 it 1 - 1 1 8F16-iT/OM/OB / / I / / / / 1 I 1 I 1 1 1 1 1 1 1 -r 1 1 1 1 1 1 BFI,BAT/OM/OB q,1„ 1 , 1 I 1 / 8Fi6-1T/0M/0B 1 , LIFT BEAM PLAN m s �4 V LL 1 1 1 1 q 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,1 A R C N I T E C T• 6 Design Grou ... 41 N. RONALD REAGAN BD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 �o U 0. SUBDIV. 8e LOMMMT44 SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN 50 MPH EA Bj races" 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" 11a 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \•\ PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1#5 NG� STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. "16' Ip BAR W/ 30" FOR ���\•� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER LAP EACH COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL / A �'�p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. * VERTICAL REBAR W/ 10" HOOK Q05F�� 8x16 DBL. BOND TOP OF BONDBEAM /\O-��•�' QR� BEAM W/(1)#5 BAR 6 EACH COURSE ' \\ip 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .�, BOND BEAM 30" TYPICAL �OQ�<J F FILLED W/ GROUT .�Y\O U=UNFILLED GROUT SOLID FROM TOP .Tl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING IT # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/1 8x8 PRE -CAST CONCRETE LINTEL W/(1)#5 BAR(L2) NOMINAL�� Q� LENGTH OF BAR = WIDTH OF MASONRY CORNER HEIGHT # OF #5'S, TOP Q OPENING-2" IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/7 M,OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0" AND A 1 XFXX-1T/OMAB INDICATES 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 AND XUXX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OM/013 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 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 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 3 2z6 (MIN 2 X 3) 2-3/16 TAPCON _a 1W PRE -CAST 4 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE 300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" 704 I-1!4" ti6 "'' EMBE MENTN b 2x8 (MIN 2X3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD ALLOWBENT 2X4 SLD BLOCKING BAR TO BE PLA ED IN 11/4") 8" FROM EACH END AND SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN i6' O.C. MAX. MIN 1-1/4" MIN, MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL �1 SILL CONSTRUCTION CORNER BARS "'r ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:I IYY'=1'-0" 5 SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 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 7 SCALE: 3/4"=1'-0" LINTEL, MULTIPLE OPENINGSLINTEL, MULTIPLE OPENINGS �INGLE � SCALE: 3l4"=1'-0" '-ARCN ITRCTS-1 Gr esou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77"078 www.abdealgngroup.com AA #: 0003325 0 ma 4 �F SUHDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH E FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON 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 @ 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 Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN,) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. i 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS r r r r r r r r r n Ili 'w HATCHING DENOTES KNEEWALL TO ITAO" AH11T - 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE AH15 TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. AH17 AH19 A A A A A A FRAMING PLAN SCALE: 1/4" = V-0" A R C N I T E C T• 6 Grou i In LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 i; 0 C ti SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: FRAMING PLAN 5 MPH EXP. IjJ ENGINEERED WOOD TRUSSES ---I PLYWOOD SHEATHING, SEE A R C H I T R C 774 0 24" O/C, SUBMIT SHOP "ROOFANALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH H 1100 UPLIFT SIMPSON (9) 10d x 1 J" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 TO B{2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4)1/4" x 2 1/4" AND (4)1/ "x SHEATHING (12) 16d x 1 �' NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND (9) 10d x 1 }" NAILS TO 6", 8" x 4'4" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO CONT POURED LINTEL ^ _ ■ �pC M Des i 1 OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE Grou In.. C{i) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP #2 7' x 4", (16) 10d x 3 j" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. W/ 10d NAILS, 2 ROWS, 3' WITH (12)16d x 3 ' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL Wl10 10d TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX. TO A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)114" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 407.774-6078 FAX: 407 7744078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH IQ* x 5" TITEN HD TO CMU AND (12) SDS }" x 2 }" TO GIRDER CONT POURED LINTEL www.abdesigngroup.com AA #: 0003325 SECURED W/ (3) i6tl B{1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, (2) �' x 5" TITEN HD TO CMU AND (18) SDS �' x SE GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW 2x SECURED W/ (3)1Id AND APPROVAL GALV. COMMON NAILS. (2) }'x 57ITEN HD TO CMU AND (18) SDS }" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, B" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ �� MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) SCALE""_''-0" 1 2a 2b 2c TYPICAL ROOF SCALE 3/4"=V-0" J SCALE:34"=1'-0' GIRDER CONNECTOR(S) " T & G SUBFLOOR GLUED AND B 2X4 No.2 SYP DIAG TRUSSESKWHERE ING BETWEEN 3/4 BRACE W/ (3) 12d Q EAo SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE PER ELEVATION W/ 10dz1/2 HOG COMMON NAILS. EACH END TOTAL OF 10 SERIES BACKER BLOCK THKYGF.SS 4500 314" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 12) 1/2' WOOD PANELS 90 2x LUMBER Id V O IN, 0'-0" TO 30'4" (1) "X" BRACE 30'-l" TO 60'-0 (3)'N" BRACE SECURE 2x8 PT. PLATE e (1) "X" BRACE @ CENTER TO ELK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 6'-0" MAX (W/1X4) STRENGTH EPDXY 6" 2x WOOD FASCIA OR 10'-O" MAX (W/2X4) SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PER ELEVATION LVUI-JOIST WITH PRE-ENG GABLE TRUSS SECURE GABLE TO 218 PRE-ENG WOIST BACKER BLOCK 1x4 DIAGONAL P O O PLATE W/ 12d's 8" BTM. CHORD STIFFBA PER O 518" GYPSUM BOARD OR 1/2' HIGH BRACING, SEE TRUSS ENG ) CONT. 2x4 SECURED O A� STRENGTH CLG. BOARD SECURE I TO TOP PLATE el- PLAN FOR LOCATION o U a MAY NOT BE S (2) tOd's C EACH TRUSS TO BE INSTALLED U ° -JOIST N K d REQUIRED H- 10'-0" O.C. MAX. w w/ (2) 12d TOENAILS Jim DOUBLE TOP PLATE BTM. CHORD OF 2x4 OR 2x6 WOOD BEARING HTT4 W/ 5/8" A . WITH WOOD ROOF TRUSSES SEE SCHEDULE FOR REQ. s WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE MIN. T' EMBEDMENT TO SLAB & (18) 16d 2-1/2" NAILS TO POST., BOND BEAM e�E30 SERIES CI(ERS 88 THIC BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. FOR SEE SHEET D PLATE � NAIL SIZE AND PATTERN POST TO SIT DIRECTLY ON SLAB - - ° a ^ °,. lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 294 BTM. CHORD BRACING END TYPE CONDITION, IF 10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN BLOCK WALL W/ GABLE END 4500 3/4" WOOD PANELS 6000 (2) 112" WOOD PANELS 80 V2' WOOD PANELSIA 90 _ _ 2x 2z LUMBER _ _ UUM MUN NAIL)AI-I.NUKU INTERSECTION TYP. PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" BTM. CHORD BRACING V SCALE: 3/4"=P-0" LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0" I -JOIST CONNECTION @ L.B.W. NOTE: 5'EDGE CENTRAL Y UPLIFT A -WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM SPACING SPACING (NO ) LEDGER TO TRUSS. U-1310 SEE SEEBTM HEDUL SCHEDULE SEE FRAMING PLAN " 5" 5" 5" 6" T' 7" 8" 77" a W o u c c O SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEOLEEPTH 1 'D W - 51/2" MIN. EMBED.(TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >5/8" HOLE DIAMETER PLACED INTO GROUTED CELLS, WALL AROUND BOLT. FOLLOWING SUBDIV. & LOT: SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA° GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. Bj < 2/5'D SGL. STUD Z 2, END OF FRONT AND REAR LEDGER SHOULD OUTER 1/3 OF 00 LAP A MIN OF 4'-0'. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS DIE C A B Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY4EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/6' CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A - EMBED (22)N HUS28. < COMMON LBS, U < 1280 LBS W/ (1) 3/4"° COMMON TITEN BOLT/J-BOLT, 5" MIN. 5, IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV, COMMON NAILS. DIA. x 3" MASONRY SCREWS MAY BE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5"MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO jfi :- EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G 12400 LBS, U < 1810 LBS W/ (2) 3/4-SIMPSON TITEN BOLT/J-BOLT, 5" oll 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' BTM. HOLE DIAMETER MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. PLATE <3/5`0 OBL. STUD E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL SCALE: 3/4"=1'-0' STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPACING cINIRALSPACM A DOUBLE 2x8 112' 8" O/C 16, O/C B DOUBLE 2x8 314" 8" O/C 24" O/C C DOUBLE 2x10 112' 8" O/C 16' O/C D DOUBLE 200 3/4" 8" O/C 24" O/C E DOUBLE WO 3/4" 6" O/C 16' O/C F DOUBLE 2x12 3/4" 6" O/C 17, O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE r,') - f SUBJECT TO F1 AND F2 FORCES. A AD iftwe DATE: 7/9/21 11 ALTERNATE MATERIALS SCALE: 1/4"=1'-0" AND BORING LIMITS WOOD LEDGER DETAIL SCALE: 31,V=l'-0 V SCALE:11/21'-0' '='v SHEET SCALE: 3/4"=1'-0" s 3 .1 A 2x4 STRONGBACK SECURED TO EACH TRUSS W/ (3) 16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR 130TTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION — BLOCKING SECURED TO WALL W/ (6) 3116' ° x 4 TAPCONS SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS SIMPSON H6 W/ EACH END PLATE STRAPS W/ 10d x 1 12' HOG NAILS DBL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN 1X2 2x4 STRONGBACK, WALL / FLOOR FRAMING, FLOOR BRACING 2 TRUSS PARALLEL TO WALL 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. BELOW STAGGEREDD OFF NOTE: STAGGERED UPPER PLY INTO 2x6 x 2" LONG O.C.; NI TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING O CENTERLINE OFF 2x6; ��II� _ NAILS @ EA. END MUST NOT BREAK WITHIN 3/4" AS SHOWN n1 2x4 BRACE @ 46" O.C. wl (5)12d 1'_4" MIN. FROM 2ND. FUR. DBL 2X8 LEDGER IR NAILS @ EA. END LINE 8" CMU WALL ENDS/OMCIN AN.5-1tEMBEDT 8d RING SHANK NAILS @ 4" O.C. MAX 8' CM PER PLAN SFROM INTO BLOCKING 16d NAILS @ 8" O.C. MAX 2x4 P.T. CEILING NAILER W/ MASONRY NAILS @12"OC. 1X2 FIRE -STOP — FLOOR DEC /4" NAILING PATTERN PRE -ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) UlLfl REPAIR DETAIL IF LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3l4"=1'-0" PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-W O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x6 PT. PLATE TO BLK- W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 3Z' OC MAX. SECURE GABLE TO x8 2P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. SIMPSON HETA-16 @ 32'O.0 (VERIFY W/TRUSS . SECTION DETAIL SS PLAN) AT PARALLEL / PERPENDICULAR %PRE-ENG FLOOR TRUSSES PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A-SIMPSON MTS12 U <990 LBS W/ (14) 1Gd GALV. NAILS. 8 - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" NI #8 WOOD SCREWS x 2' LONG @ 3" O.C.; I�IINII STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS NAILING PATTERN �-PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL2X_LEDGER FRAMING PLAN) SEE SCHEDULE IJ! SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0" 2x STUDS PER PLANS 2x4 CONT. W/ (4)16d NAILS @ TOP OF FLR TRUSS (TOP 2X4 SUPPORTS ST. PLATE OF 2ND FUR) FLOOR DECK 2x6 CONT. W/ (8)16d NAILS @ BT. OF FLOOR TRUSS (BT. 2X6 IS FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 @ EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE-ENG ROOF TRUSS 5/&' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BIM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 11ZW' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16" OC MAX. n , _L TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=V-0' AROOF TRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB SEE SCHEDULE BELOW FOR CONNECTION FL#17239 0. :Q TRUSS/WOOD POST CONNECTIONS„ 1 0a 1 V U 1 Oc SCALE, 3/4"=T-0' TRUSS TO POST CONNECTION A - 81MPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4" x3"SOS, (1) 5/e"0 A.T.R. TO HDU4 AND (10) 1/4" X 212' SDS TO POST POST TO SLAB CONNECTION A&S - SIMPSON ASU44Z POST BASE <U;1,900 G5,660 W/ 5/8 DIA. x 6" EXP, BOLT SIMPSON ASU46Z POST BASE <U.2,300 G:10,335 W/ 5/8 DIA. x 6" EXR BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. 7' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. A N C N I T E C T: Design GIIbu 1 41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0. 14 N m�04 0 C SUBDIV. & LOT44 SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH E (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 @ EA. SIMPSON H10A OR LGT-2 W/ 10'-8" SIDE 1odX1 " HOG NAILS; FILL ALL } PRE-ENG TRUSS HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON 4' O.S.B. MTL. DRIP EDGE SHEATHING OR }" CDX PLYWOOD SECURED PER 2x SUB -BAND NAILING SCHEDULE IT-10" ENTRY ERG. HGT KNEEWALL TO BRG. H.W/ OT. 2X4 SYP NO. 2 STUDS @ 4- .C. C19 (2 2X12 H R VENTED ALUM. SOFFIT 'V3.19 KNEEWALL TO BRG. H.T. W/ l,-, DOUBLE TOP PLATE 2X4 SYP NO. 2 STUDS @ 16" O.C. W/ SP2 TOP & SP1 BOTTOM "'I 10'-4" TOP I V, SHEATHING OR DX OF ARCH 2x4'S PLYWOOD. ATTACHED PER 9'-11" SPRING 2X4 NAILER NAILING SCHEDULE LINE OF ARCH STUCCO OVER FELT MTS 12 @EA. TRUSS MTW-12 @ EA. TRUSS OVER PLYWOOD 9'4" T.O.M. LL 'T 2X4 KNEEWALL TO BRG. HT. ? SECURE TO CMU W/ 1/2"X8" 0 ANCHOR BOLTS W/ 2" WASHERS SET IN HIGH STRENGTH EPDXY 0 16" O.C. IT MIN. - EMBEDMENT}TYP. DETAIL—ELEV. 'F' ,)ENTRY PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN 2x SYP #2 DOUBLE TOP PLATE, LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, LAP TO OCCUR OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 @ EA. STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN OF WALL, REQUIRED WHEN WALL IS OVER 5-0" IN HEIGHT 2x SYP #2 KNEEWALL FRAMED 16" O.C. MAX SIMPSON SPt @ EA. STUD BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN k SECURE P.T. BTM. PLATE TO BILK. W/ 1/2'kS" ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" EMBED. MIN. 0 W OC MAX. CMU WALL S=I2='= KNEEWALL DETAIL 1 SCALE, 3/4' • I'-V s1 A R C N I T E C T i rrDes' LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a 8 -4 0 a 2—LL i SUHDIV. & LOT- 44 SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: ENTRY DETAILS 50 H E • FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15132" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37- STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. I SHANK I ASTM Bid RING SHANK, 23/8" 0.113 170000 RINGS F1667 SCREW SHANK (16-20 PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bid RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 8d NAILS Q 4" O.C. ON EDGE AND 6- O.C. IN FIELD ZONE 20, 2n, 2T Bid NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r Bid NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 ad RING SHANK GUN NAILS @) 4" O.C. .. TOP & BOTTOM EDGES .. li ............... TYP. EXT. SHEATHING ATTACHMENT ZO w 0w Z iv y O Zv RAFTER OR TRUSS ROOF SHEATHING U BUILDING LENGTH r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING Q 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 81 RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` C#8 7' DECK SCREWS @ 6"-B" O.C. MAX EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GABLE END'��` HIPaoOE 11 .1 ROOF WIND DESIGN PRESSURES NE,(—s) Ascr=T le ZGJE I = 3].3 ZqJ — ICNEI=J21 ZEE —.1ZONE in=38.5 E-S5.3 BASICWINOSPEED'. p50 MPH ExPDsu1E CATEc— °B" PRESBURECOEFFICIE FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER sinTYPE REMARKS SPAGNG ASONRY CCNC. CASE DENEDCOIL NAIL I I2`LONG.TO.-- gC,C GARAGEOOORBUCN NCNC. 1l4"DIA. NO WASHER TA FASTENER PC/JNMASONRY 0.0� EMBED., 4'END qST.. 110, EDGE DST. LSEE CASE HARDENED COIL =E bWWCAN/000Rl FASTENED DOORBUCx N90NRV/CCNC �'� 31/YDIAER EXPANSION BOLT 18"OTC (3B'gla GIC(IYt'gA) MBED., x NOT 11lY'LONG. STAOGEREO ASONRYICONC. MDowmooroFASTENED ASH 34: EEND T' EDGE qST. w4Wo BDGX I` WINTOMASONFIGOONC CONTACT THIS ENGINEER FOR SPACING 7 SEENorea iwli+I/T•LONG: STAGGERED InnsoNav icouc. REQUIREMENTS SUCK b PT SEE NOTES (])SI64A NO WASHER MOCK FASTNER 18 CIC, IIIY EMBEDe'EN0. DIST., I IY£EOGEDIST NON-SEARINGWOOD ALL TO COW, B WSLAB ITY" EXPANSION 4-EMBED. 4-END 34dC BOLT DIST., 3"EDGE DBT. I, AT STEE ON— olse°PAF I1118- POIC 4'END. q3T., 11? L VL-'SEE WI WASHER ElAGGERED EDGE DST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOVvS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE RAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331CMM. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE STIR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBOR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIgBS-0N-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGSSEAMS TAPPED B INCHETHYLS 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 DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EOITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/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 WITH 2' CHAIRS SPACED TJO- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BAR REBAR SHALL BE ASTM A615 S• MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED GOOD 20 psf TOP CHORD-nanconcunent REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' TRUSSES. WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990, 15 psf TOP CHORD 20 psf TOP CHORD (7 psf III, ASPHALT SHINGLES) (10 PSI w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 PSf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT' 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 020) EXPOSURE B, RISK CATEGORY 10 (FBCABLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTTICTIC WITHOUT STORAGE10psf, UNINHABITABLE ATTIC WITH LIMITED : : LIVE LOADSUNINHABITABLE LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. NAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S. Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEA500/A5OOM, 35 ksi, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A30780LTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5°.I- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM G94IC94M OR MEASURING, MIXING. TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS 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 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-VT FORtb AND SMALLER 2" FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1/2° FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS A I C N I T I C T S 6 Design GIZ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 III N ML" Pi 0 R R sUHDIV. & LOT: 44 SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 H Qfft PRINT DATE: 7/9/21 SCALE: 1/4"=1'-0" SHEET S N1 A © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHF DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @- 12" O.C. MAX (INTO EL 30 0 WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLESINSTALLED Q7 THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNEL 3D i" MAX.- 4 Go- DETAIL D O STAPLES INSTALLED• J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- 0 f, DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L'-.r. PSPAN %-L� EAVE WIDTH (ROOF OVERHANG) 101 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 EL03 v DETAIL B J-lam r1AIV IV t L FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2) STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL- BATTEN ATTCHMENT ® �„ FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH (ROOF OVERHANG) CONCRETE, CMU OR WOOD (NOTE.1) CONCRETE, SOFFIT OFFIT CMU OR WOOD SEE DETAIL W SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og 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) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. p g$jjj• 13.519 __€;#;{fit•.d:>idlf• L25-JFI 375 4 3.625 3. 5 08 .03 12� v DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N I T E C T t On G d 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y 8 0 a 0 ti a M, SUSDIV. & LOT: 14 SILVERADO LOT #10 BLK #16 PROJECT# 03719.001-10161 MODEL: "2045—LANTANA" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 50 H E I® rxarr 1 7 /9 /21 DATE: SCALE: 1/4"=1'-0" SHEET SDI A 1 0 0 t