The URL can be used to link to this page

Home My WebLink About6615 Cobble Bliss St46 2 �1_3% b" 8 — D Er' S T I N FOR: RHORMN "'0 c I 0�- 12602 TEI EC�C>M E>RIVE, TAMPA, FL_ 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ROM BMMG OWN, FjSMZM7A4 ABV ABOVE LAV. LAVATORY DATE DESCRIPTION CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 7m ]mum (2m) -AM LOCAL MD STATZ CODIM :OCCUPANCY - RESIDENTIAL GROUP R3 A/C AIR CONDITIONING LUM. A J, ADJUSTABLE MC, A T, ALTERNATE M R. A AMPERAGE MIN 8D BOARD M.T. LUMINOUS MEDICINE CABNEr MANUFACTURER MINIMUM METALTHRESHOLD 06/24 /19 ADDED 150-C ENGINEERING, — ARCHITECTURAL SHEET # DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO BIWATIONS PG CS -COVER PG GN-GENEItA1 N07M 10/14/19 — UPDATED LED LIGHTS PER D.R.HORTON 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 CONSTRUCTKIN TYPE - VEI NN. WERIOR FM - CIASS B -EIASIC WIND SPEED - Vult=160 11PH Vftsd=116 IIPH :wOSURR - B I -STORY REMENCE - .2-STORY REMENCE - VAX. HEIGHT AS PER IDC9 AND STATE CODES CL CENTER LINE MTR CAB. CABINET M C � CE LfN0 N.TTLS. CLIL CLEAR 0 �c C C CONCRETE PL CPT. C RPET P B C, CERAMIC TILE PH D DR ER PLT. DBL DOUBLE PLY DO. D L GLAZED FR. IN DIAMETER P.T MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY UNE PUSH BUTTON PHONE PLATE PLYWOOD P PREIRSSURE TREATED PG Al -FLOOR PLAN PG A211-ELEVATION -B- FRONT & HEAR (5/12 PITCH) -B- & LEFT (5/12 PM" PO ASEl-ELEVATION RIGHT PG El-K.ECTRICAL PLAN PG pi -PLUMBING. PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG DS-PRODUCT APPROVAL LISTING 2/04/19 ADDED 011WARATZ ELECTRICAL DICTARS PER U.N. HORTON 01/27/20 ADDED MOWN CONXWTORS LLO. USP 06/04/201 UPDA72D MOM BkM BEDROOM 04 & RATH #8 07/14/20 CHANGED ROOM NAM PER D.R. BOSTON 12/01/20 MADE REDUNE CHANGES FROM ENG. FOR 20M CODE CHANGE 12/01/20 WArTING ON ENGnIEER APPPOVAL FOR DETAIL UPDATES DI DIMENSION R, DISP, D SPOSAL RAD, DP. DEEP RAG. D, DOOR REF. D,S, DOWNSPOUT R , DTL DETAIL RO. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSIMMY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS 01/19/91 REPATHIM ALL XR]" MR 2020 IBC CODE CK&NO2 STATE OF FLORIDA SQ.FT. ='s PROFESSIONAL ARCHITECT: D.W. DISHWA HER SC� EA, EACH S D. SOLID CORE EXT D SMOKE DETEC R PG WAS -WALL ASSEMBLY DETAILS R01AND A. ABOUCHACRA ELEV E EVATION S.H. EQ EQUAL S T, SINGLE MING SHEET AR No. 93723 EXH. EXHAUST S THG. FXr' EXTERIOR S rWIL E /FX FIXED GLA S Sim, SHEATHING SHOWER A.B. DESIGN GROUP, LLC. LIVIWA 2312 Sa Fr. AAR (ELEv. S) 531 Sa FT. FG VG. FUILGAS SL FINISH SLCL FrLNR. FLOOR S D, :IMILAR SLI r LIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. IEN"M be Sa FT. FLUOR. FLUORESCENT SWS S EAR WALL LONGWOOD, FLORIDA 32750 COVEPW LANA] 201 Sa FT. FR_ OR FRENCH DOOR FTO. FOCTIN TEMP. SECTION TEMPEREDGLASS Tel: (407) 774-6078 TOTAL 3160 Sa FT. GA. GAUGE THK. GAR DISP. GARBAGE ISPOSAI_ T.O.C. T CK THOF OF C RB Fax: (407) 774-4078 G.F.1 GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. OL, 0 SS IYP TOP OF PLAT TOP 0 SLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG 81AA-DETAILS PG SI.2-DOWEL PLAN PG 31.2A.-DWrAILS Gyp BID. 0 SUM BOARD U.N.O. UNLESS NOTED H H SE BIB OTHERWISE H'� H LLOW CORE V'P. VAPOR P OOF HIC HEADER W. W SHER HGT� OR FIT NET FIT W, WITH TNISUL INSULATION W WOOD D]RAWING / CONTRACT DOCUMENT ]REVIEW BY BUIIDER TH3 BUILDER ASSUMES ALL LIABILITY FOR DnMtPRETATION OF THE CONTRACT DOCUMENTS. 114T. INTERIOR WDW, W/H W.I. WINDOW WATER HEATER WROUGHT IRON PG 32-LUPT BEAM PLAN PG 82AA-DETAILS PG 83-FRAUNG PLAN PG SS IA -DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EMLANATION IN ORDER TO BUUM THIS PROJECT BASED ON THIS PG SSIB-DETAILS PG 83.IC-ENTRY DETAILS PG 3141-DETAILS PO SDI -SOFFIT DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGWM FOR CLARIFICATION. AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI's IN WRrr=/DRAWN FORMS IN A TWELY MANNER. AB DESIGN GROUP TAXES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUIIDER WHEN NO 10's HAVE BERN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. I -A 1 9 1 1 T 1 0 T I' 6 G Won "I N. RONALD REAGAN BLVD. LONGWOOD , FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY., A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134186,2802 A 5tMID1V. & LOT.;l SILVERADO LOT #7 BLK #10 PROJI11ICTIP 0 1 3719.000-07102 M 16 ODRU 2368—B GAP.AGZ 61111`324G: LEFT PAGE: COVER LSHE 150 MPH , . & ONEM 1X= 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLLANCE 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�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il) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING$ INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302A 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. OMWORK I . 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. 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. 6. 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 NEWFOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL 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 COMPANYTHAT 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." 79mm 1 . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP1 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24* AND THE MINIMUM AREA SHALL BE 8 FT SQ. PLUIliIIIIIIII011 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 '/4' 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. EKTIII!IMWALLCOVIIIIIIIIIIIINIIIIII 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 MEWFIIIIIIIIIIIIIIINIIII 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-C926-1 Bb, 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. MIIIIIIIIIIIIIIIIITMTCONSMmm 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. EKTHM CE11IM11111 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) . coNrnnc= 05111111MATM CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE MA 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 BUILDERS 1CONTRACTOR'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. 90111111"SOFFFTS 1 . EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE NTH 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 0 1 1 T 1 9 T C WDft log n roup-LLA $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 wwwAbdosigngroup.com AA #; 0003325 DRAFTING BY. A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-866-2628 FAX; 813.886-2802 A 'M 8t1E]DM & LO SILVERADO LOT #7 BLK #10 ]PROJEW 03719.0 --07102 MODICIA 2368- B GARAGE BWMG. LEFT PAGE: I GENERAL NOT 15VVH a Bj AW.n. I 4'-4- V.S. 4'-(.. CNOj C��j 25-614 36'X12' PG' 25-OW 25-614 me.swas TEMP I EGRESS TmTmmir.- ------------------ r COVERED LANAI 13'4� CL& F2O 1 T-4* CLGL 3 BEDROOM 11,0. T-0- T_4'CL& TRAY CL& TO r-off 3'-13! -7'-10 1/2' 4!-0. 7 sow Sj3D. r - - - 4'.S' 1. IF I �AA CAFE V-4'CL& 24'-l' v;! GREAT ROOM T-4'CL& TRAY CLSI TO WI-01 0 loll a C -1 Q 10 10 1 KITCHEN r- A I T-4'CL& - - - - - - - L---------- A.- LT-4' 14'-&' to -4' 2"-4'U III-0. DINING 4, BEDROOM ;FAN 7 r saw '614 I it 7 4'-C* 6'-2-3'.2- rArLT, IMT L2 -0, 91 2XIC WI4 DO 4 54'X22'- r - - - - - - WC 0 PRE- 0 � ATTIC 150T. OF: MUM15 ACGE56 L - - - - - J HO R III;, 4'-3- L.T -BATH TUB _�4 W-W Ic W-4 La, FOYER S'-4'CL&b isw 7 ID GARAGE k�l T-4'CL& 1. - 3-.1- 4'-0 . TW;/l 2112� �%J4_ r S. 28'-4' 5.. 5. 13'-4' BEDROO ENTRY T-4'CL& 121-V CAA - - - - - - I- 117111711 81-01 X 71-01 OA L'3 Ibq X 11-01 O.W. 1,Bt EGRESS '010 4� 4- 28'-4" W-4' 48'-0' FLOOR PLAN SCALE: 1/4' - I'-V' r �NICHE -TEMP.GLAS6. TO FLR. IU/ 24 TEMP.GL& A) DR. - 42' 1049EWALL FLOOR PLAN NOTES - ALL DP99�16101,16 APE PROM FACE OF I WISLOCIC WALL (OR EDGE OF FLOOR &LAS) TO FACE OF WALL &TUO UNO. ALL INTERIOR WALLO ARE 3 Jf UA0. DRYER VENTIED THROUM4 ROOF (VT11t), NOT 6CREENED. AIR COMME66M OET ON 44'X44' F'OURSID COW- PAD PAD 81511140 6' NW EDGE OF 6TfU-.TUW- - SEE 6WENT GN FOR C434KRAL AND STANDARD BUILDING, NOTM - ALL HABITABLE 11110" TO 14AVE AMC FAULT CIRCUIT INTEPWILPTEpt - ALL PULL WE*HT BLOCK WALLO BETWEEN FILLED CELLO WITWOUT OFeNINW APE &EAR WALL& J rA R C N I T E C T IN I b tc'f. UALU. b LIVING 2312 &a FT. GARAGE (ELEv. 15) 531 SO. FT. ENTRY SO 80. FT, OCIVERED, LANAI 201 Sa FT. TOTAL 3169) 80. FT, NOTE; -2-8 LOUV. DOOR W1 AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG� 14EIGHTS VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS, BETWEEN THE GARAGE AND RESIDENCE SHALL 15EEMI ED WITH SOLID WOOD DOORS NOT LESS THAN I 3/8'(3b MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT V-4' ISRG. LESS THAN 13/8'(3b MM) THIM OR 20-MINUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VA IES MATERIAL TO PLAN CAMINETS. 5RACKET4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL 15OX BAR RE INFORCIW3 AT ENDS OF PARTITION ARIEe� WiTC44EN BASE 4 BRACKETS AS INECESSARY. WALL CA15NET *:I 2'XWX35-1/4' LOW WALL 2'X&' STUDS 0 it" O.0 W1 1/2; DRYWALL /-�BAR DETAIL ��AL�E.NTS eam am nwHave" mm FWAM MIN. WINDOW 3 5 243/-32D CRITERIA EXTERIOR SWINGG 213 5 23.1/-30J DR. MIN. CRITERIA ers.D. MIN, 12 5 21.2/-263 CRITERIA i I 16010 OAD. 112 5 20b/-24.13 W10 O.H.D. 56 5, 21,6/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - 0.18 BLDG. CAT.=H, EXP.-B, MEAN ROOF HT. 14'-6" 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 I MANUFACTURER. commisam] .Wn ,_WZ7Wxi;, FAX: 407-774-4078 www.abd'eslgngroup.com AA 0: 0003325 DRAFTING BY., A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 3_ TAMPA, FLORIDA 3736341 rm: 111 -2 FAX: 813-886-2802 -1 DIV. 89 L07' SILVERADO LOT #7 BLK #10 PROJZCT# 03719.000-07102 MODEL. 2368— B GA -RAGE EWING: LEFT PAGE* FLOOR PLAN %,..150 MPH FA 06/09/21 SCAL411b 1/4"=I'-O" 81-MET I Al AREA OF ATTIC 3157 SQ. FT. N ET FREE VENTILATION A REA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 3157 1300 10,52 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1515.36 SQ. IN. M IN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 x 151S.96 = 757.68 SQ, IN. 0 FF RIDGE V ENTILATIO N A REA 115 SQ. IN. PER VENT 757.68 /115 TOTA L ff 0 F V ENTS REQUIRED 6.58852 TOTAL # 0 F V ENTS PROV IDED 7 SQ. IN PER SOFFIT VENTILATION AREA 11.736 LIN EAL FOOT 757.68 /11.736 ITOTAL LIN EAL FT OF SOFFIT VENTING REQUIRED 64.5603 LIN EA L FT REA,O F ATTIC IS TH E PERIM [TER 0 F TH E HO USE, LESS TH E OV ER HA NG IA E XTER 0 R 0 F W A LL TO EXTERIO R 0 F W A LL, N 0 OV ERHAN GS IN rl ilDED) m WIN"E ROOF 101 lal lei IN, w 101 imillaii: IN' mi I a-mi FRONT ELEVATION-B TEXTURED FINISW NOTE, UALL FEWSTRATION FLASWINGM AS PER FIBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACI R'S SPECIFICATIONS -111 - — - — - — - — - — - IT � —6T. 12' --------------------- UJIDNIDOW RAISED STUCCO BAND RAISED STucco IBAND WINDOW I �vl 1-10�11 ------------------------ - — - - - - - 7- 77! SIDE LITE - - - - - - - - - - - - - - - - - - - - - — RAISED BAND ENTRY SIDE DOOR LITE FOAM CAP r. STOW A VENEER Put 0 REAR ELEVATION-B (TEXTURRIP19NION) ------------- DE IYE T 0 DET 2 - �TA ------------- FOAM CAP STONE VEMEA )C+2' J� I 01-01 PIK r-Llt.L DR Eg T;A� I -------------- I um 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL .32750 PH: 407-7744078 FAX: 407-774-4078 www.abdftigngmup.cDm L AA#:0003325 A P, DRAFTING BY.." A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 8134MG-2628 FAX: 813-SSS-28021 ' r- 'd I 11111111111, 011111111111 mmmomammm& d-121 'BXMDM Se x1om SILVERADO LOT #7 BLK #10 1 ""'M 03719.00 -07102 MODICL. 2368—B GARAGR WVMG: LEFT PAGII: FRONT & REAR ELEVATION "B" 150 )#RH Z' , P===Z=:q 15 OWINGLIE OFF RIPCE VENT OFF RIDW VENT OFF RIDW VENT ROOF TEXTUIWD FOAM FINIew CAP j STONE 'eIEEft - — - — - — - — - — - — - — - -- — - — - — - — - — - — - — - -- — - — - — - — - — - — - — - — - — - — - — - RIGHT ELEVATION-13 c INIt*4) SWINCILE OFF RIDW VENT OFF RJOW VENT OFF RIDW VENT ROOF TEXTUPW FOAM FINISW El CAP STONE VENEER ------ ------ ---------------------------------------- LEFT ELEVATION—B (TERTURED rHUgPT- 4- �o FEW,,'. er n2fflo- 1 LONGWO0D,FL 32750 PH: 407-7 4-6078 FAX: 407-774-4078 �.sbdwlgngmup.wm 325 AA #: 0003 L MOW r DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 QPH I =.-1 F-oxmx)lrv. se SILVERADO LOT #7 BLK #10 1PRoJ=TIp 03719.000-07102 MODE1.4 2368-B GAMAZE ffWtWG LEFT PAGE: RIGHT & LEFT ELEVATION "B" %..150 MPH& B ELECTRICAL LEGEND GYM DEOMPTION APO StUITC14 -WAY SUTC44 -IUAY OUTC44 IMMER SUTC14 ME MUTTON rnl CT TAT RECEPTACLE (*bv4V-AMP EE POLK) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EGUIPPED GROUND FAULT R)TAMPER RESISTANT TYPE) UPLEX OUTLET (WALF OF OUTLET TO OUTC44) 4M- WATEM-ROOF/dfl (GRDUND FAULT QUADPLEX RECEPTACLE DUPLEX RECEPTACLE (FLOOR IRECEPTAC" (4 WINE ICATED RECEPTACLE MOUNTED Lr*ff NS MOUNTED LIG14T LIONT LIdA-rt SCONCE Im-win PAN UATHI LIGWT (I OPM FMIR Sa Ft-) A"" 0 LIdNT FIXTURE aamma MULD LIGHT FIXTURE aaaam MULD LIGHT FIXTURE TRACK L04TING, IC LOW UTH R" CHAIN R CAISINIFT LOW CW'l LOW (RECESSED) 'x4' FLUORESCENT LW*ff (SURFACE 1,-1 �cW FLUORMSCANT LIGHT (RECESSED) LkWT W LIGHT (VAPOR PROOF) [LNG MOUNIrw LIG44t UMTW J-MoX ,,r . PAN ICAL PANEL (FIELD VERIFY ek=ATICN) ICA, MOTOR (FIELD %lffm-r 1-0 -MOX 9 WALL MOUNTED) Q _pkew (CMILIN0. MhMk47100) MOUNTED PAN & PAN (I CRI PER Sa PTJ 14 JACK 1-0 DETECTOR (WALL MOtHtED) 0 DETECTOR (CEILING MOUNTED) 0 D� me Fw� OUTLET FOR GARAGE TY JACK --v-- PORT -TOCATION 4 OUTLETS a PAIRS TO BE VERIFIED * MOMMOILINER PRE-CONSTIRUCTION MENTINIS, ALL 5 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROIA61ONS OF PECIR lih EDITION (2020) 4 NEC 21012 90M 20 AMP PIEDICATED LAUNDW CIRCUIT. GFI * ISLAND (NOT ON KITCHIENI CIRCUIT) OMHUASI-eR DISCONNECT TO BE LOCKOUT IN PANIEL BATHROOM EXIRAIJST PAN TO 14AVE MR CAPACITY OF 90 CIPM INIMIRMITTENT PER ELROTRICAL PROVISIONS OF SECTION Mam.3 FIBCR Ith EDITION (2020). LAUNDIR'r RocM mov'rAr-LE ISMALL ME c.RoLwo IT FAULT CIIIIICIJ T-INTERRUPTER PIRCTECTION FOR PERSONNEL ON FEEDeft URING, MET140D SMALL BE NON METALLIC CABLE PER ELECTIRICAL PROVISIONS OF MG&393JM ALL TO OCIMPLY UAT14 ELECTRICAL �IGIONG OF THE aximiLm AND OF LWTNM MUST ME ENERGY EFFICIENT MY CONSERVATION (RESIDENTIAL ELEC. FOR WOOD/ MICRO AI5V. mm-wipm ------------- )--- FOR COACW Fwa-wim LIC*14T FM COA04 1-014T ,-I WACH LIC*fT ELECTRICAL PLAN SCLALE, 1/4'-1'-0' LED LIGHTING DOUBLE LAV. 15AII41 - A LV_-el LED LIGHTING SINGLE LAV. BAT14 2 LED LIGHTING @ SINGLE LAV. SATM 3 PROVIDE 3 2/0 CLk I % CU GIND 2" CONDUIT ON PROVIDE 3 40 AL, I R4 AL OND IN 2" CONDUIT. (CONDUIT TO TMWKATIE Aeova SOFFIT * OvIvO44maso 200 AMP ELECTRICAL R15ER NOT TO SCALIL C"INATION GMNMRAL NOTE& A ELECTRICAL t-IIATMIRALS AND INSTALLATIONI!� SERVICE DIOC40WFCT S"L COMPLY WITH RLDCTIRICAL PR"10146 OF THE PAM MU EMITON f2MO) LOCAL COOM, AND (D 014TC14 AND nibcrpw ALL LOCAL POI" COMPANY 101111MR19MENTS MEYER IN NEU IL ALL CONPUCTORS SMALL ME TYPS 74W" UNLw* NOTED OTHMRLW- piz-05R I men I 3M ONCLOGURS MOILER C40MPANY TRAIMADIVIER FROv OR 200 AMP, NO/249) vOLT, I P14AN � SECONDARY MJ=MCAL 60110AM PROVIDE 3 2AV COPPER (CU) IN 2" DIA SCHEDULE W PVC CONDUIT OR PWV19M 3 MM ALUMNAM (AL) IN 2" DIA 6CHMIX" 00 PVC CONOUIT LNLIM SERVICE IS PROVIDED wr THE ELECTRIC 0"AMY� COOM14AYN WITM THE MACMC C"ANY PRIOR TO IND. lww� omtvi= m4ntAN= WWI= soum*llw ENTRAHM � y mamp"INT INTEPSYST1134 MONDINS TORMINA- AT LOW VOLTAGE CONNECTIONS 1 44 CU SWCE dMOUND CONNECTED TO C40NOININTE ENCASED Poaw STIMIL. MR ELECTRICAL P40OVIINONS OF 1mQmL2DLZ28lchLczd= DWI CIA, X a Irr LONG COP"" CLAD dowUND ROD rA NCO ITICT81 6 G r WDesign m ou IOTLUL a LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 �.ab saigngroup.com AA 0:0003325 go DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M&262S F.: 8134386-2802 BXMDIV. Z M'r".N SILVERADO LOT #7 BLK #10 I P3ROZZCT 03719.006-07102 MODEU 2368- B c GAItAGE D'Wn4G. LEFT PAGIC: I ELECTRICAL PLAN L150 MPH A B MOOM44 - - - - - - - - - - - - - - - - - - - - - - - - - cm L - - - - - - - - - - - - J 2'-3' - - - - - - - - - - - - JI 2'VTR - - - - - - - - - - - - - - - - - - - - _2J q N, 1 1/2' I I -� 2'VTR 1 1/2* > -Y 2- 2'VTR TLus 2- 3. wr. 2 I/TR L VIL 7 in I 4-- JK ITC44EN Iw W/ AUTO YENT 3- AV e.- -671 2- toll 40 1 24'-0' 21, " Il - ki 11 , 3. 3. F4m- I I'LLIM15 V/ L.T. 3- R 4. w - - - - - - - - - - - - - - - - - - - - 4. NOTIE� ALL PVC PLUM� TRAF6 '10' TO j APE TO BE TYPE. WTYPE ARE F4WHISITED. MAIN PLUMBING RISER L 61--ALE: NTS llu 2'-0' I-Ir T-11' 2" 8' 0 I r - - - - - - PLUM15 4'-3' LT. L - - - - - Tm PLUMBING PLAN WALE: V4. - V-V F-A K 6 1 1 T 9 0 T 81 6 WDesoign Group'a LLAL LONG D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 �abdeslgngmup.com 325 AA#:0003_j III DRAFTING BY: A.B. DESIGN G ROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SU ITE 1004 TAMPA, FLORIDA 33634 PH: $13-886-2628 L FAX: 813-8$6-2802 llu "T! stmr,m a. Xo SILVERADO LOT #7 BLK #10 I IPROJ=' 03719.006-07102 2368—B GAP-tG3C 8WINCk. LEFT PAGIC: I I PLUMBING PLA^ L150 MPHIE)A HVAQ NOTES 1. ALL MECHANICAL EGUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICINO-5, MR MP& ROWIFIEMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTFILICTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SE" $HALL BE SEALED WIT14 GLASS PAD 4 MASTIC. AND INSTALLED A& PER MC ITH EDITION (2020) MECHANICAL BLDG. C4OIPE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR IDUCT AS MR NPPA WA 2-3.1 4. FRESH AIR INTAKE& SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C44IMNE-V OR VENT OUTLET, OR SANITARY SEUIER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUcT5, &H&L 15E 0"TRUCTED OF SMOOTH oA.Lv. METAL. OR OTHER MATERIALS AS PER MC IT14 EDITION (2020) MECHANICAL OODIE SECTION 603 6. ENCLOSED SUPPORT PLATFORIS SHALL BE CONSTRUCTED IN ACC:ClWANcE TO MC 1TH EDITION (2020) ME04ANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOIJAERS, SPAS AND SIMILAR BATHING FIXTURES SMALL BE MECHANICALLY VENTED IN ACC;ORDANCE WITH FBC IT14 EDITION (2020) MECHANICAL C40DE SECTION 403. ALL EXWAA*TED MATH ROOMS, SHALL RAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETUReD, TO EMAL AIR EXHAASTED. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER�b LOCATED AT CEILING OR WALL PEW11RATION AND ISE SLEEVED WITH ACCE66 DOORS TO RESET DAMPER, ALL DAMPEM SHALL 15E INSTALLED TO MF& RECOMMENDATIONS AND FOC ITW EDITION (2020) MSC14ANICAL C406 SECTION 601, 10. GRILLES AND DIFRAORS SHALL BE PROVIDED WIT44 BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTSCI4 00F BOOSTER PAN OR EQUAL FANTECH DSP 110 DRYER BOOSTER CAPACITY 60 LINEAR MET WITH MAX Six ELBOWS. ATTIC CEILING-\ N=l ALL HVAC TO HAVE PROPER PANS LU/ PIRAINS EXTERIOR WALL AIR RETUN4 _n I I SUCTION AND LICIL110 AIR SUPPLY___ RIB RGERANT LIKES AIR WA� EVAID. LEGEND SUPPLY AIR DIFFUSER RETURN AIR GRILL SIDE -WALL OR I WAY DFPUSER &OLID LM- SUPPLY TIRUNK BROKEN LINIE- RETURN! TPIUNIK BALANCING DAMPER OR 000 CEILIW. EXHAUST PAN CEILIN63 EX14ALST PAN 4 L6WT O/A OUTSIDE AIR 0 THERMOSTAT C&I PA86-THRU AIR GRILL SECURE 61RAP TO C4ONC. CONDENSER W/ (2)-3/I6'X2'TAPC UNIT /--8IMPSON W5 ROLL $TRAP OR _N�SECURE 5TRAP TO UNIT LU/ (2) 4'CONCRETE SLA15 08XI 1/4* SHT. I"TIL. SCREWS EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURN C;ONDENSINdG UNIT TRAP DRAIN LINE AND mWINATE N AN APROVED DRAIN, AS PER FISCR 1TW EDITION (2020) MEC44ANICAL BLDG. CODE SECTION HVAC DRAINS SOORIATED NICKEL FIN. FLOOR BRONZE FL PIL OR WALL CONDENSER UNIT CONNECTION TO PAD NCITE: MAIN COND. DRAIN 3/4' DIA. OVER WEAD * 121 FROM STRJCnM COUNTERSUNK CIO, PLUS SEE SPEC. 11-SIX81 CONC. I PIK GRADE F FITTING OR EXTENISION TO OR PAVING ITTING 601L OR WASTE AS PITTING OR p REQUIRED EXTENSION TO $OIL R I UADE 8240-K J06AM 560M OR WASTE AS I INSIDE SERIES NICKEL BRA" TOP RSGILIIRED I CAULK rLPiV,2r_ 10111TI16PEC INV. INV. I I PLAJ PLAN j)FLOOR SLAB CLEAN —OUT (TYP.) jAEAXlT-,._GR0UND CLEAN —OUT (TYP.) NT5 NT5 (-;:z ------------ i - 11 \ \ - - - - - - - /< 1, r\ - - - - - - - - - - - - - - - - - - - CAFE 12xI2 GREAT ROOM 12xa/ IGICHEN ------------ 12xI2 iz PA15 DINING ROOM zill 9 z/A /�Q\N\ A-r - 0 LL=--Ji r - - - - - 844 0 FOYER GARAGE MECHANICAL PLAN, SCALE: V4' - I'-C* I r ------------ 7 1 BEDROOM 16XI6 12 12 BATH I .1 ! \ \ W.I.C. 8x4 �M I Q BEDROOM N'R 10 2 BATH 2 l2x.j�, 12x8 BEDROOM 3 6 WDesoign LLr GrOUITLLL 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m L AA #:0003325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8 ; =6-2628 FAX 62802 ggtmDxv. Z m7t� SILVERADO LOT #7 BLK #10 PMJZCT6 03719.0 -07102 MODEXIt 2368-B GAAAGZ 8TrMQ: LEFT PAGIC: MECHANICAL PL I AOPT4'[,A J "N 2X4 TOP PLATE 7 A R 0 1 1 T 1 0 T I eER &R.A,. FLAT-- COMM SKAD PRE-PA19, TRUSS 102- THM 2 COAT rcmam In' Cl& BOARD El�� ff"acTUR& MR 1206my TO b* P.T. W Arrok*= TO PU Design NOTE: STUDS IN D' DIA. SLEEVE, C" A& rw roup-im PARTITIONS SUPPORTIW-v DO NOT CUT APPPWVAL PM In'DRYWALL WALL HUNG PLUMBING RE15AR ----CAM AND 4M —GRALANT 4 1441 N. RONALD REAGAN BLVD, FIXTURES AND WALL IPE /, = —..P LONGWOOD , FL 32750 CASINETS SHALL 5E NOT rk=�Ift A" LESS THAN 2x4, WHERE BOND BEAM 0 NOT CUT APURM (W PH::407-774,6018 ,0001t MAMPJ FAX 407-774-4078 SPACED NOT MORE SOLID GkROUT THE 50NO cm TPRACK 00*92" www.abdosigngroup.com 2X4 WOOD W/ (1)- 05 EAM ""71HID To AA#.0003325 STUDS *24* THAN I(p * OjC. OR, NOT W= JAM MR TO SLAJ5 (2) COURSE RESARS ALY. OVN*aAo DOM Uw led p*IABONRY O.C. LESS THAN 2xCo, WHERE AppWVAL W& VER11CAL71RACK wr 011.1m D A NLG 0 FT' W' .B DESIGN GROUP DRAFTING INC - -EAUMONTCE—R SU jE _ NAIL 32'04. SPACED NOT MORE Wr KAW. DRAFTING BY. K4wrwap TO I MP MAX Room L I GR SS UP ITWAN 24- O.C. IRA= ISMACIaM A.B. DESIGN 0 w Firm= APPWAVAL PWQ DRAFTING INC. 4 5439 BEAUMONT CENTER BLVD. L V-01 I . SUITE 1004 TAMPA, F LORIDA 33634 F PH: 813-886-2626 SO S,:-�PIPE THROUGH BOND BEAM r2 B-N GAS LIM THRU BLOCK t"�31GARAGE DOOR JAMBS FAX: 813486-2902 a)TYP. INT. WALL (NON-BRG.) SCALE. 3/4'-I'-C' SCALE: 1 1/2'-1'-0' SCAM, 3/4'-I'-C* PlIMPni-Aft SWING*LES FIBEIIIIM�Aft SWWrsLES--,, -2X4 SPF 24' O.C. MAX LLMT14 UNDeRLAYMIENT WITH UNDERLAYMENT SECURE LLV (2)12cl I"ILS AS PER FBWCR FIVIEWALASS SWINMLES AS PER FMCR U*11. 0 EA END ROM SWEATWINds UMT14 UNDIERI-AYMENT ROOF SWEAT14M �2x 5eLLOCKM 9*'TM04 TRlA**ES TWICKNIE" AS PER xLAW SWNCd-E6 La SWIEET SHIL . . . . . . . . . . . WITH UNDMAYMENT AS THICKNESS AS PER PER STRUCTUFtAL DETAI FISERr PER FIBCR S05,11 SWEET SNI. SECURED PER SECURED PER ROOF SHEATHING FASTEMR SCHEDULE FASTENER SCHEDULE AS PER FOCR WS.I.I. THICKNESS AS PER POOF SWEATWIWs SWEET SNL T141CIOM86 AS PER SECURED PER STIFFMACK AT ALL OHM SNL SECURED 9/8, GYPBUM Im FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL. DETAILS MTL. DRIP EDGE PER FASTENER 1/2' HIGH 1. SC44EDULE STFWNC�TW CLG. 2x FASCIA PER MAX PRE-EWW4av TRUS6- AX 2x FASCIA PER 15OARC) REPERENM ELEVATIONS 0 ELEVATION& .kft-R ELEVATION VENTED SOFFIT Y I STRUCTURAL VENTED SOFFIT PRIE-EWS TRUSS SEE ENER3Y CODE FORMS;��r FIRE-ENGs TF4Jft WALL SHEAT14W-v CZNT. 2x PAT RUN GECAIREP PER IN�ATICN R-VALUIE6 T14ICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING REFEIFENCE STRUCTURAL N-EET SNI. SECURE PIER Oft ENEROY CODE FORMS FOR THICKNESS AS PER t'TrL. DRIP EDGE MTL. DRIP EDGE INSULATION V UES SWEET SNL SECURE PER FASTENER SCHEDULE PER ELEVATION 6PERTLENTION 2x FASCIA PER ON SWEET SNI FASTENER SC44EPULE 2x FASCIA FIER Typ. IA ON SWEET SNL ELEVATIONS O.H. ELEVATION& PRIE-EW� dAftE TIRR" GYPSUM IBOARD OR 1/2' R-4.1 INSULATION VENTED SOFFIT UEEP SCIREIRD PRE-ENGL CAME TFIUSS VENTED SOFFIT 11 WrvW STRIDraTH CLOL IBOARD WINDOW ATTAC441ENT ILEEP SCREED AS PER MANUFACTURES 2x P.T. SECIARIED PER SMCIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION 6TRUCTURAL DETAILS WINDOW ATtAC44MEN At nn-� REFERENCE T AS PER STRUCTURAL MANUFACTURES SPIECIFICATIONS llu bt2 P.T. PURRING. STRLJCTURAL sl STRIPS * 24' O.0 In' THICK 2 COAT PORTLAND P.T. m CZMENT MASTER APPLIED STRIPS 0 24' Or - In' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' T1410K 2 COAT In' GYP. U- so CEMENT Pi -ASTER APPLIED I CYP. ILL 00. In' CoYP. ILL 00. POR11-AND CAMENT WOOD BASE DIRECTLY TO MASONRY WOOD EASE PLASTER APPLIED M.LE DIRECTLY TO MASONRY 8--E &-o- FIN. rLp-,L 01-01 FIN. rL.R. 01-01 PIN. FL.R. HIT 0--o- FK FLp- C cm ROOF SHEATHING THICKNESS IS ROOr SHEATHING THICXNESS IS ENGINEERED PER ASCS -1-Irb IN ENGINEERED PER ASCE -1-1(o IN ACACORDANCE WITH F5CR 2020 L-j ACCORDANCE WITH FBr-R 2020 ITH EDITION, SECTION R301.13 1TH EDITION, SECTION R30IJ3 AND AND 160S.5.1. WINDOW OPENING Il�j= �IvL LYE' TYP. WALL SECTION I N �DO W 0 �PE N I �NG TYP. WALL SECTION r,%Wl r �WW NO OPENING NOTE- NO OPENING NOTE: METHOD TO 13E USED FOR THE METHOD TO IBE USED FOR T44E EltTE13XV. S. MP SILVERADO LOT #7 BLK #10 PROJECT4p 03719.000-07102 MODEL: 2368-B GAPtAGE 8WnqG: LEFT PAGE: DETAILS 151VH A (:�)l-STORY HIP BLOCK WALL INSTALLATION Or ROOF (-5-'�l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'-F-& UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'-I'-C' UNDERLAYMENT IN ACCORDANCE WITH F5CR W5.1.11 OF THE F5CR WITH FOCR W5.1.1.1 OF: T44E F5CR 2029) 1TH EDITION 18 04 WHICH USES 20201TH EDIThON 18 04 WHICH USES F (2) TWO LAYERS Or ASTM 0226 (2) TWO LAYERS Or ASTM 022ro TYPE 11 OR ASTM 0486S TYPE I I I TYPE 11 OR ASTM D486S TYPE I I I OR TYPE Iv UNoERLAYMENT. OR TYPE IV UNDE1124-AYMENT. i NO 93 ]DATE: 06/09/21 BC,h=: 1/4"=l'-O" 811MET Dl Im 2X6 R.T. * CENTER OP DOOR HEADER SECURED V (1) V2' I V J-DOLT IUf 4' MIK EMBEDMENT IN 2- X 2'X VV WAS14119t 4 ME OR V (2) 1W X V ANCHOR BOLTS Wf 4'MIK EMBEDMENT W 2* X 2' X W WAOWEIR A NUT-7 El 11/2' VIEW. V Or- 4' END DIST. I W'SICKIIN DIST. —2— PUCK —SECAAWM VV (b) 1/2' X V J-DOLT CR ANCHOR (3) EVENLY GPAA=. I m NJ IN ALL ANCHORS &HALL BE IN AC401WANCE TO MANURACTURIGMS INSTALLATION INSTRUIC-ft" WHERE RON INSTRUCTk" AM t-IONS STIRINSINT GARAGE DOOR t—l-'\BUCK ATTACHMENT it, cm IWORYWALL Ix4 P.T. OR W4')(4* MIN. SECURE TWRU FOAM 4 1%4' E)OM 1-1/4' INTO 1-1. NAILER BLOCK W1 3/16' TAMDCNO DOOR C146M (MIN. SWANK SIZE Ja ja MIN. HEAD SIZE -3W 1 MIN. EMBEDMENT 1-1/41 WITHIN V OF EACH 19110 DOM JAM OR WINDOW W Or- MAX SPACING. ATTACW TO 2X PEIR MANUFACTURES DBTAIL& NOTE, 6141H AS NEEDED TO ?%AM JAMS (00 NOT EXCEED 1149 DOOR JAMB TO BLOCK +3/4- OR +5/4- r,�-WINDIDW TO BLOCK +3/4" OR +5/4" 2X4, m GMCUIRX TO "LOOK W, 3/16' TAFC" (MR SHANK 61210 30 MIN. HEAD Gin 3" MIN. WIMODM04T I V49 WITHIN 0' OF EACH no 4 WOr. MAX 6PACN& 2X6, CM GROUPS TO BLOCK WIM SAW TAPO" (MIN.Aailim 612110 MK HEAD SIZE 3" HK VIDEPHOW 11149 cm wrn4IN V OF BAC44 00 AC " 4 W Or- MAX SPAWN& LIVOMWALL 2X1k 1=1 F1 PX4 SECURE TO BLOM /-P.T. NAILER WK2) 3/16* TAPCONS DOOR CASM (MIN. ja MIN. HEAD 6120 3M MIN. EMBEDMENT 11/4"') WITHIN WOF EACH ENID 4 W Or- MAX SPAGNM W DOOR JAMIS OR WINDOW .7 ATTACH TO 2X FM MANUFACTURES DETAILO. NO11b OWIM A& NEED= TO F-L" JAMIS (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2* Ow TO BLOCK +1 1/2" 2YA 121 SEC" TO 15LCCK U.V SAWTAIPCONS(MIN. SHAM SIZE .140 MIX HEAD SIM 211W MIN. VIDEDt'MT I V49 WM41N A' Or EACH W40 4 W= MAX SPACH& 2X6, ININ SECURE TO BLOM UW2) -%%' TAIPCONS (MIN. SWANK SIZE AS MIN. HEAD SIZE 23" MIN. WINEDt"IENT I L'4*) WITHIN VOP EAC44 00 a, CHU 4 W Da MAX ePACN& L12' DRYWALL 2X& CM SECURE TO BLOCK I I WK2) SAWTAIRG" JV�49 NAILER (MIK GHAIIK SIZE Wb 1/16' OAa X 4'MR MIN. WEAD 61ZE AVV MIN. WHIMEMENT I DOOR C.AsNo WITHIN V Or EACH ZID 4 W OZ. MAX SPACIN& DOOR JAM OR UDC" ATTACH TO 2X PER MANUPACTURED MAILS. NOTE, SWIM AS NEEDED TO MAM JAMIS (00 NOT EXCISID, 1/49 DOOR JAM33 TO BLOCK +1 15/16- TQ BLOCK +1 15Z16* 2X4. G0 SECURE TO MOCK LIM 3AWTAIRCONG (MIR OWANK SUR J40 MK HEAD SIZE 3M MIN. EMBEDMENT 1 1/49 WITHIN V OF NAC44 END 4 10' =MAX SPACM NOTE, STRUCTURAL 2x MUST BE 2X6- 00 ON OUTSIDE a SECURED SECURE TO BLOCK THROWM4 NON-STRUCIMAL LIM) &461 TAMONS SAWTAPOON MIN. 1-114' (HIM SWANK 6121 Imb EMBEDMENT INTO Mocir- MRIL WRAP OIZII Jd)V MIN. EMBEDMENT 1 VW) WITHIN 0' OF EACH END CMU 4 W Or- MAX WACR& W'DRYWALL 2X& 1=1 SECURE TO BLOCK I'A4 WK2) SAW TAMONS P.T. NAILER (Mmm"do 612N.Wo " DOOR CAMS MIN. HEAD SIZE A." MIN. EMBEDMENT 11149 WITHIN WOF EACH 010, 8 W Or- MAX 6PACM DOOR JAMS OR WINDOW ATTACH TO 2X FMIR MANPACTURKS DETAILS. WOTS, SWIM AS NEEDED TO PLUMIO JAMIS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" 2)(4, 011111 GECUIRE TO BLOM W/Ift' TAPOONS (MIN. GWANK sm 30 MIN. HEAD SIZE --" MIN. 9PIBEDtlM�ff I V49 WITWN a, OF EACH END 4 w o.C. MAX SPACN11 2X* GO SECURE TO BLOCK W 1/4' TAFrONS (MIK 814AW SIZE JO MR HEAD SIZE 3M MIN. EMISSIPPlENT I V4*) WITHIN WOF EAC44 00 4 W Or- MAX SPACW- 2X16, = 2X6, = GBOLWA To BLOM SECURE TO BLOM Wf(2) SAO' TAFCCNS UJIM V4'TAFCCNS (MIN. (MR SWANK GUE J45 GRANK OME 10 MIN. MIN. HEAD ISIZE WEAD SIZE MIR MIN. EMBEDMENT I V4') EMBEDMENT 11/4*) r WITHIN V OP EACH END 8, CMU U#TWIN V OF EACI4 END 4 10' Ojrl MAX SPACINCL p 1 16' = MAX SPACNM& V CM 2X6. 1=1 W'DRYWALL I xal V2' DIMALL ORCUPIN TO BLOCK PX4 MOURN TO BLOCK W92) SAO' TAIRCONG, P.T. NAILER W92) V4' TAPO" P.T. (Mk SH" OUR .145 DOOR CASING (MIN. GWANK 612M.W8 MIN. WEAD *IZE 3" MIN. HEAD SM 3W IA&'OAIL X 4'Mk MR EMBEDMENT I L141) MIN. EMONDMINT I V"49 WITHIN WOP EACH ENID WITHIN 0' OP BAC44 END POOR CA&WG 4 IS' =MAX 4 W Or- MAX OPACINCL DOOR 1w" opt IIIINDOW SPACM DOOR JAMS Olt WINDOW ATTACR TO 2X PKIR ATTACH TO 2X PER MANUI-ACTURISS, MAL& MAMPACTUIVA DETAIL& NaM 8WIM AG NEEDED TO PLUMIS JAM15 (DO NOT EXONED V4*) DOOR JAMB TO BLOCK +3' NOTIE. OWIM AS NEEDED TO PLUMS JAMIS (DO NOT 8)(CRED 1/49 DOOR JAMB TO BLOCK +3 7/16" (;)Ln�NDOV TO _RL0Q +3 �716* 2X4, 11110 2X4, IIIIIIIII SECURE TO BLOCK tLV OSOM TO BLOCK UP SAWTAPCON6 (MIIAL t14'TAFC4NO (MR SHAW &I= W0 MIN. SWANK VZO 30 MIN. Wl� am 3" I-INAID OM 300 MIN. minviximT 1 V41) MIK EMBEDMENT I V49 WITHIN VOP EACH WITHIN v OF EACH WIND 4 iWO.C. MAX END a Is, = MAX SPACIN& NOTE, STRUCTURAL 2X MUST BE GPACWA NaTE, GTRUCTIMAL 2X MUST BE 2X6, = 014 OUTSIDE 4 GISCURSID 2xb, = ON OUTOVE 4 SECURED SECUPIR TO mom TWROUdW NON-STRUClUIRAL 80CUPS ID BLOCK TWROUCW4 NON-STIRUCTURAIL UW2)WI6'TAP0" 3AWTAMON MINL I-V4' EMBEDMENT INTO UAK2) VWTAIRCONS (MIN. 3AWTAMN MIN. 1-1/4' EMBEDMENT INTO BLOM (MIN. MAANK &I= J45 GHANK &IZZ Wb MIN. MIN. HEAD &LU 300 HEAD OIZE JWV HIM MIN. EMBEDMENT I V4') a, cm ON, I tA49 WITHIN VOP BAC14 00 U47NN 0' OF BAC44 END 0, CM 4 10' Or- MAX 6PACM W. p'tjUd" A 10' Oj=� MAX SPACNIX "L VVDIRYWALL 2XIk PXV 2X1k MA4 4AILER SECURE TO BLOCK P.T. NAILER SECURE TO MOCK RT. UW2)3A&'ToN-rCNS (MIN. SHANK ME DOOR CASN2 UJK2) V4' TA PCON (MIN. GHAWK a1z E J45 P P.T. X 4' MR MIN. HEAD 61 MIN. WEAD 6LZB 3" HIN. EMBEDMENT I V49 GOM TO STRUCTURAL ::6 MIN. SMISSOMENT 1 114') : DOOR CASINI WITHIN 8' OF RAC44 MIND UW2)12d URT14N S' :—.A:CI:41 END WITHIN V OF EACH END 4 18'= MAX INC) 4 6' TO WOC, MAX 4 IS' Or- MAX SPACING. Dom JAMIS OR W14DOW DOOR JAMS ORE WINDOW ATTACW TO 2X FWR ATTACH TO 2X IMIR MANUFACTURES DETALS. MANUI%ACTURB6 MALO. NOTV. 041M AG NEEDED TO PLUMID NOTE, OWIM AD NEEDED TO PLUMIS JAMB (00 NOT IlDtCEND V4') �Mlb (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3* DOOR JAMB To BLOCK +3 3/4" r.'MbMOX TO BLOCK mh3" Ow TO BLOCK +3 3/4" A RON ITIOTO 6 WQft log n roupLL" 441 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.mm AA #: 0003325 DRAFTING BY.: A.B. DESIGN GROUP DRAMNG INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81 28 : 8ftir FAX S.2802 1 al 0 mtmx,rv. a. MM".4 SILVERADO LOT #7 BLK #10 3 Pitoinc 03719.0'6-07102 MOIDEU 2368-B 4 GARAGE S'WING: LEFT 3PAGE: DETAILS %150 MPH QN. Bj PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SI PSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473ol SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 1Z132/2D21 11473.10 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 12/32/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 12/31/2D21 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECrORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECrORS 2020 FEICR 12131/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456,2 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FOCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOODOONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 2020 FBCR 12/31/2023 32502.1 PLYGEM 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 E)IT. SOFFITS 2020 FBCR 3/Z/2030 195".2 MI WINDOWS & DOORS FIXED GLASS 2020 FBat 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FOCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBat 12131/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY SLOG. PRODUCr CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1S279.2 CLOPAY BLDG. PRODUCr CO. EXT. DOORS SECTIONAL 2020 FBat S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU E)(T. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EKT. DOOR W/SIDEUTE 2020 FBCR 12/31/2D21 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 22/31/2021 23956.4 THERMA-TRU EXT. DOORS g'-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U2D 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 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/32/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBat 5/21/2DZ2 FL 15272.1 ALSIDE'2T'VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FOCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 6 Dftl roup-LIA G Won gn I, 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX! 407-774-4078 www.abdesigngroup.com AA #: 0003325 r' DRAFTING BY: =MIN A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SW2628 L FAX, 813-886-2902 "T 8WO]DIV. & W SILVERADO LOT #7 BLK #10 3 PROJE T�I 03719.0 -07102 1 I MODICU 2368-B GARAGE EVWG: a LEFT PAGE: PRODUCT APPROVAL LISTIN 150 MPH A B J FlIEFORMED CONTROL JONT PLAHM OP CONTROL JONITS 7� M IIIINISO TIED TO ILATW 0 V oc. MAX (VaRra bh2mL 00 NOT M&TEN CONTROL JOWT TO INALL EVEN F 67LID EXISTS BEYOND 11EXCIO" STAMM Ult LMAY M USED TO TRIMP. CONTROL JOINT DURING INSTALLATION ---\ PASTE1111121116 TO 05 SFWA=-7 I' = MAX VERTICALLY J' THICK I COAT CEMENT MASTER MM LATIMIt -2, IFORTFINER NUILDINS PAPER AlFrROYSID METAL LAN PAOTE41D 01' (VORL) Ojr- MAX AT bUI-FCfRTS VIRIS LATER % STUCCO u"p L000 SHEATHING V10140 VAr 01 E 0 LATH SMALL ME CONTINUOUS TNRCU314 JOINTO OUT ME 870110.LW.;�24611_ 0100210S� ?= AT B , ACH SM 2X4 ISLOCKINM Ism ASTM C10631 MACW FLAT MAX WTO D' FROM CONTROL JOINT MEN CONTROL JOINT FALLS ON L FASTENERS MR LATH TO ISO NAIL8 OPt— STPLICTURAL STUD STAKES N C40MI-LIANM IW AGIM CW63 2. WINE TIES TO BE fNO. IS) 0.0411111 IIIIIIIIIE & BLOCKM SHOW MAY HE IN ADDITION TO WALL STIM RECUIR90, PER PLAN / M" TYPE CONTROL JOINT L POW MARP Pr. A L CANSAW Pr. 0 & CIRRA" PT. 0 160 L PGW INIIIAM 0 Pt. A L 0111AM Ist. 0 L CMIIAW "r. c 4"mpprr.cmmp'r. 0 TILL Ir. a Toucsm WITCH PLAN111111 0 BOTTOM MEAL KIM. 22 ma cwr. Sum APPROVED ISULOM &HALL BE LAPM A MINIMIUM OF 61 - VORTICAL I.Aft (ROILL INIDS) 4 6 HORIZONTAL LAPS. ALL =.NEW TO ME TAIRM 16a IM T- UT14 SHMATHIN2 TAPIE VMK 1AP * lll!"� LAIV x - X X LA114 VERTICAL LAP TO BE P METAL LAT14 WPM LAYER % STUCCO WRIS LAYER -2, "1 INISER', �.U.L=m PANK ro-VAPER LAP Im"TR L�, 4' �L� NOTE, Son LAPG OF METAL PLA67M ISASES &WALL INS bacurm To FRAMM MOMIDIEW TNEY SMALL W Tw OCTUHN SUI-rcwm UMTW 040416-K (121-MM) URN AT INTEIRVAL6 NOT MORIE ?WAN W (2254'rU AS PER AST" CW" KICKOUT IN um LAYERS, TBARS DETAIL MAY W PATCHEID UM4OU6ff ~ TAM MR MANUIF 6".C. OR mw 4 &TICK ulom six OWEATWNM [_j 0 ALL FAWTEMMS (CLIFO� &rRAft STAMM) AS REOUNIVID TO em pqm um TO FIIIIAMINS Umb LATER .2, PORTFOW IMULDINIS PAPER METAL LAIN &%*' SIBLIP-ADWORINS MEMBRANE "N%3 C40AT CEMENT _W CONT MAP OF eNA"W **?ALL AF"RDYW HOUSE~ AIR METAL LATH IWILTRATION MARMER Oymm SWA114NO rf UIRIS LATER -2. PMIFMIQ MULDINS PAPER BLAISTOMBRIC COATING OVER STUCCO/ UM LATER st C.V. FIN" (SM TYP WALL SECTION) 6TUCCO ~ UOCP OWA114NM SECTION PER SECTION Bafthled. EMer- us. of prtl.�d N plasts, shell corriply mth ft appliction rwirerrierssd ASTM C 92&18b. Instsistion of exterior I.thrig arod fmmirq h.11 —ply kh ASTM C 1063-19., or ASTM 1787, 4LA4' SW-APNER� HEMORAINE IFLASHINS (O"ATIOLIE IIIV HOUSE U~ MATMALd OVER P OR LESS I -fps PIN11171011ATION cut WOOD SHEATHIW_% OR CMU WRIB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) -LAP UM 4 TAM OVER ROCIFAVALL SCREED zi 5'Xb' VTYPE CONTINUOUS GALV. METAL PLASHINda (NAIL TO ROOF PIECIC, NOT .Y) 76 WALL SHEATHINI31) CAP SHIWsLE - PO NOT NAIL, INSTALL WITH ROOF CEMENT I Ll� ROOF =MENT _r r ROOF: PER ELEVATIONIS ftt' L- .mT =- m L" FLASHING- NETRATION DETAIL ( LEGEND- ~ MATERIAL) O�M 4"' SEL11AIDNI1006 N-40,06 OVER APPROYIED Ham ~. I off *0 cm"CA- ONE mm OF SELF-A0+10MINS MEMBRANE R-A&HIM I DRAINAGE FLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER ------ 5UILDING PAPER) METAL LATH X—X—X—x STUCCO WOOID OR -1116" ZIF WALL SHEATHING SELF-Ar_>HES1vE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E FER SECTION R-1031.1 / ASTM C-a4'1-14a, MIN. 2B L55, FER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFICAT IONS) F-A A 6 N I T 2 6 T 91 6 WDesolgn LL'. Grouirurm 1"I N. �NALIJ K� .. "Ll.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WWW.abdea1gngmup.wm AA*:0003325 I DRAFTING BY: I A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81343862628 FAX: 813-886-290L.,,d It r-INOTALL VSELP-ADHERIWS MISMISMANE FLASHING OVER TOP, SOWS) AND BOTTOM rLANSeS OF NON-MOVAISLE FRAME OF TW E)O"U&T. L EOTIOK 2. SIDES. 3. TOP VENT QdP Is TO BE SET IN BMD OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO 15E TOOLED 60 AS TO DEFLECT UIATER AWAY PROM JOINT& E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERMISR OF MA"R ROD NON -MOVABLE FRAME AND STUCCO cN aw?4I CAULKIW. * JOINT ALL%0 PER SECTION RM7 11111111111 BACKER ROD 6-4 01114twkw Exterior u of portland cement plaster shall comp"ly vvith the application requirements of ASTM C 926-1 Bb. Installation of exterior lathing and framing shall comply vvith ASTM C 1063-19a, UIR15 LAYER 61, or ASTIVI 1787. STUCCO WRAP -HOODED VENT J' T141M 3 COAT CEMENT PLASTER METAL LAT14 U*0 LAYER 42, FORTRISER BUILDING PAPER UICOD SHEATWINGM DRYER VENT (FRAME) ;- SHEATHIN6 LAYER 01, 00 WRAP LAYER 42, FORTIFICIER UJOOD — C4"TUCTICN —METAL LATH I a vNYL CADW. aRAD WMAISED DAM 11111 TO 14, MUL-WALL 61 Uwe STRIP OFELP ADWESIVE PLA614M CLEAN MA&0NI1rr 15010111111 AM -LYING Z PLAS14M STONE V041M OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (LUR5 LAYER 01, ISTUCCO WRAP) WR15 LAYER 02 (FORTIF15ER ...... IBUILDING PAPER) METAL LATH X—X—X—x -STUCCO WOOD OR -1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 15E PER SECTION R-1031.1 / ASTM C-84-1-14a, MIN. 2B L15S. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFICAT IONS) FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHIW_z WR5 LAYER 01, UNIT STUCCO WRAP PREMANUR DRYER VENT CAP (SET IN U)R5 LAYER 02, FORTIRIBER CONT. SEALANT) BUILDING PAPER SEALANT TOP 4 SIDES J' THICK, 3 COAT CEMENT ItOOD SHEATHING PLASTER -UARS LAYER 01, DRYER VENT (BLOCK) Ya* TO Ys, miD-wALL LAYER 62, FORTIFIDER ISUILDrWA PAPER WEEP SCREED METAL LATH WOOD C"TFK=lcN I&' SELF-ADHESIVE -FASTRN TO WOOD STIMICTURAL MEISSEN *'I* or- MAX FLASHING v CHU t EUILPING PAPER WOOD FRAMED OVER QUICK 7 7 WALL )rI7 j� HORIZONTAL WEEP SCREED q_.t_ (FRAME TO FRAMM PIPE TwRoursw I WALL 61 Ups STRIP SELF ADW61VE K_A6WM C4JEAN MAbOWtY 1511POW AF"LYM 6' SELF ADHESIVE- FLASHIWG (NbTALL PER MANUK 6PEC6d IBUILDWG PAPER LNDER 'MICK FLASH' A`�VENT PENETRATION SCALE: hLT.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF: PAINT U)/5Ar—K- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 4PPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO DE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LENO FOAM )R SIMILAR) APPLY A SILICON 5ASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LAFF43ER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION (t�HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 1. 1URB LAYER 01, CUT OPENIWx IN- STUCCO WRAP APPROVED WOUSEUIRAP FOR BOX INSTALLATION CUT 1XI INTO — UIRIB LAYER M, bELF-AD4-WlQJW3 STUCCO IURAP MEMBRANE FLASHIWs APPLY SELF-ADWERIWs WOOD SHEATHIWI ----- MEMBRANE FLASHINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . OVER BOX AND OVER ""ER APPROVED UIRS LAYER M &TEF *I 61EF #2 WOUSEIURAP BELOW CUT SUC44 THAT— i ", NO MEMBRANE J ENTERS 130K APPLY To FACE ECOE APPLY E-Z 5EAD OVER (00 MIN CbRAVE '0' FELT -PROVIDE SEALANT AT ALL JOINT$ AND INTERSECTIONS STEP *13 URB LAYER M, STUCCO WRAP APPLY 60 MIN — -SELF-Ar)HERIWS C11RAIDE *D'PELT MEMBRANE FLA5HIWb OVER SELF-ADHERNG FLAAWING OVER APROVED INAW.RS WOUSEWRAP ...... LAYER 02, FORTIFIBER BUILDIWs PAPER 61EF *4 ELASTOMRIC COATM OVER STUC=/ C.v. FINISH (SEE TYPICAL UALL SECTION) METAL LATH STEP S 5TEF n9 ELECTRICAL RECEPTACLE F'A RONITICTI T a 6 Ws u0n UL 21 7G 1"I N. RONALD REAGAN JBLVD. LONGWOOD, Fl. 32750 So PH: 407-774-6078 FAX 407-774-4078 �.abdeslgngroup.00rn AA 0: 0003325 F, DRAFTING BY-.. B A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 �oTAMPA, =FLORIDA 33834 ,:L : : PH: 813-886-2628 I.. ,. .. 02 SUDDIV. & 1.01% SILVERADO LOT #7 BLK #10 3 P140JIBICTif 03719.000-07102 MODETA 2368-B GAW&GE MWMWG: LEFT "'WALL ASSEMBLY DETAILS 150 11PH E)^ I F)A—Tn-: 06/09/21 BCALZ- 1/4"=1'-0'* El MZT WA2 WOOD SWFATWN WOOD C.ONSTRUCTION Y4' 14AT C44ANNF-L I TYPE 1XI DRYWALL WOOD SHEATHING UM LAYER 41, STUC40 UARAP 114104, 3 COAT CMIENT PLASTER WPM LAYER M,_y AMICO All"-UFUJC'-1B0 CUSTOM CASING BEAD IrLp 1 tfteFm Q_ARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 nDTI-0 CANT. OA SCALE, I EXT. WOOD FRAMED WALL -WRIS LAYER 9, 81,111144.00M VIECK1,11 STUO= WRAP WRIS LAYER 42, FORTFIBER mm-Emv TRUEG ISUILOM PAPER THICK s coAT CEMENT WA?�M 11001STIVE - SAWAMR 41 PLASTER WEATHER RESISTIVE - &'SAF. 0 TOP Or WEEP 6CREED BARRIER .2 TO SHEATHING. BEHIND WEEP SCREW TWM 3 COAT CW1INr PLAOTM 4'POSITI,we ORAN wmze_wjw= MAL LATH WOW 614EATWM * TOP OF WEEP OCREED TO SHEAT14ING. BELOEU WRIS LAYER 01, STUCCO WRAP wpm LAYER *2, FoFtTiFiBEFt SUILOW. PAPER SELF-AD+IEREINS FLASHING WRAPPED 71-./ ocoRe-RorcANTiLEVER 1 Y2 11 NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 /ASTM C-a4l-14a, MIN. 2.E7 L58- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT. MEET SPEC IF ICAT IONS) RESILIENT T C+4ANNEL 5/8' TYrE 'X' DRYWALL rU11TEXTURED 4 I -ANTED FINISH i �14 i, Tlwjar, 3 coAT CEMENT PLASTER VINYL CASM BEAD DRIP EDGE INSTALLATION 5/8' TYPE 'X* DRYWALL W/TEXTUIIIIED 4 PANTED_, THICK, 3 COAT CVIENT PLASTER — VNYL CORNER BRAD VINYL CA&W. BEAD @D WOOD CONSTRIXTION -WEATHER RESISTIVE BARRIER @I -WEATHER RESISTIVE BARRIER #2 J' TWIOr, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHM (2) 2x12 14EADER IN OF: ONLY) WOOD 0ONSTRUCITON WEATHER PM616TIVE BARRIER 61 WEATHER RESISTIVE ISAMRIER 42 J* THICK 3 COAT CEMENT PLASTER METAL LATH UJOOD SHEATHING WEADERASEAM (SHOWN FOR CLARIFICATION OF: SEPARATE Arr S"IES ONLY) I X'"P " BACKER EXtERIOR GRAC* ROD 4 SEALANT C,RY Al I 11 THICK 3 coAT cmiaNT VINYL CASINM BEAD M-46711114 I'll WATER PROOPIWA Ist- LATER (2 LAYER FEE 4 STICK) 0 ANTILEVER DRIP EDGE 3' X 3' 26 &A� CiALY. FW41614 LAYElt (2 LAYER METAL DRIP RDISE Mift a STICK.) GET IN FULL ISED OF 61 PEMEL 4 SEALANTirMIN. STICK 0 DRIP SPACE FROM DRIP EDW TO FACE TO TRICK DECK YV GAP FOR MAGICER IVXI JY4' PT OR GIMLILATED ROD 4 6FALANT WOW aki.0 FLLIR CONTINUOUS, YhLyL_QA§w2jwAI2 WATER PROOPINS lot % WEATHER WSOTIVE LAYfflt (2 LAYER PRIL 4 ISARRIER 01 STICK) UNAPPEP FROM WEATHER RESISTIVE BALCONY DIECK TO C.ANTILIEVER BARRIER -2 &'FIM 4 &TICK 0 DECK I Mum ., F_ PRIP SOW TO DIECK EXTEND OYER DRIP " FLOOR EDGE CZE=C:E= 3' X S' 26 " C.ALV. MAL DRIP EDGE ..... GET IN FULL MD or w P.T. OR 6 SEALANT, V MK UICOD (TRIEW FILLER, SPACE FROM DRIP 7IVX1 CONTINUOUS FACIE TO TIFAX A' GAP FOR VINYL CAfiNa MAD ROD 4 SEALANT UJAIM PROOFING l6t _! AYER (2 LAYER LAYER (2 LAYER PREL 4 PIEEL 4 STICK) STICK) WRAPPED PROI EN 3/4 RESILIENT BALCONY DECK TO HAT CANTILEVER J' T14ICK 3 COAT CEMENT "TIER METAL LAT14 I"r Tyre 'XDIRYWALL WOOD 614EAT14W. W/TE>CTUPFRD I PANTED U"THM F&GI&Th* BARREN 41 WEATHER RESISTIVE r T14ICK 3 COAT BARRIER -2 MA67M - VNYL Cappen m4m 4'PONTIVE CRAIN VINYL CASN5 MEAD (614400WN P"m ICATION Or SEPARATE ACCESSCOUISS ONLY) BALCONY EDGE INSTALLATION DRIP -COLUMN GMAT141WA �Urwwmpt RESISTIVE 56ARRIER 01 'h _UA!A1 -ER RESISTIVE BARRIER 02 -6* S.A.F. \ PEEL 4 STr_K �-lYa'A3L'PLA6WM FULLY VIMMEDow IN ROOF CEMENT ,IJIF X 3'26 *A CALV. METAL DRIP ECdoE SET IN FULL DIED 019 SEALANTjj'MN. SPACE FROM DWI' FACE TO TTFWX 4 STICK ;_� I CIONTRAJOU6 Y4* CAP FOR SEALA14T OPT. BACKM ROD. -MODIFIED SO 3/4 RESILIENT 14AT C44ANNEL J' T141M 3 COAT CEMENT PLASTER - WEATHER RESISTIVE CARRIER 01 WEATHER RESISTIVE 15AMMER 12 ENTERIOR COLUM14 COLUMN SHEATWING LEGEND- 6'6,AP. IJ%,aL'PLA8WW. DRAINAGE FLANE (WRI5 fULLY EMBEDDED IN Floor. CEMENT LAYER 01, STUC:CO WRAP) I Jp x 31 2& GA GALv. MIETAL DRIP EDGE LURe LAYER 02 (FORTIF15ER ------ SET IN FULL ISED OF SEALANTJP MIN. 5UILDING PAPER) &PACE FROM DRIP FACE TO TREX :&a METAL LATH X—X—X—x WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY PECK TO CANTILEVER WOOD OR 1116' ZIP WALL I- THICK 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD 6AUT14M SELF-ADHESIVE FLASHING 4'FVSITtVE DRAIN I R EZAD:�/ (6WCUN FOR CLARIFICATION OF VINYL CASINO, BEAD SEPARATE SSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALIE3 NTS F WOM SHEATWWX 2x PRAMINS. 1111:1 R 1� T14ICK 3 COAT CB-IENT M-45TER 2 1/2' QQswjLmE9Na FASTENED TO 814EAT14W. I- Or— MAI WPM LAYER 01, STUCCO U^w >i WOOD SHIffATWWm METAL LATH Ff��VUJIIIIB LAYER 12, FORTIFIBER BUILDING PAPER SFQM�� k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING 0 I'O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD QP BLOCK _c( WRS LAYER 41, STUC,C0 WRAP WOOD S14EATWING WRIIB LAYER 02, FORTIFIDER IBUILr>lWs PAPER WRI5 LAYER 01, METAL LATI4 STUCCO WRAP TWICr, 3 COAT CEMENT WRIB LAYER 02, FORTIRIBIER PLASTER BUILDING PAPER (b'SELF-ADWERING METAL LATIH FLASHING J* THICK, 3 COAT CEMENT rEXPLODED view POIR PLASTER DRIP CAP C4ARITY) WINDOW FLANGE WRIB L R M, s"",C WRS LAYER 02, FORTIFIBER .1 ISUILDINGs PAPER o, METAL LATH Twor, 3 COAT CEMENT PLASTER &'SELF-APHERING FLASHING In /I DRIP CAP WINDOW FLANGE CASING BEAD 0 WINDOW (FRAME, NO BAND) J7 LONGWOOD, FIL 32T;W 6 PH: 407-774-6078 407_774-407. _.g g P -L wm FAX: 407-774-4078 www.abdwigngmup.wm AA DO AA If 0003325 IF, DRAFTING BY: ""Ill A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813436&2628 L FAX: 813438=� 0 p C M ntmDrv. So L076 SILVERADO LOT #7 ?I BIK #10 PRoiMCM-07102 03719.0 monzxdg 2368-B a 0 - ARAGE 61111117NG: LEFT p '-"�WALL ASSEMBLY DETAILS 150 MPH EXP. BJ WOOD SWEATHINds ------- tUIM LAYER 01, STUCCO MRAP WRIS LAYER 02, FMIFIIBEFt MUILDING1 PAPER � METAL LAT14 TwicK, 3 coAT CEMENT PLASTER - rp'SELF-ADHERIING� FLASHIW-s VINY ANGLED CoAal BEAD DRIP CAP WINDOW FLANGE SHEATHING UJR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER IBUILDING PAPER METAL LATH 11,19 1EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) UIRB LAYER 01, STUCCO UJRAP WRI5 LAYER 42, FORTIFIRIER EIUILPJ�Wx PAPER METAL LAT14 Twor, s COAT CEMENT PLASTER -- (p'SE LF - ADlH:ERlNCGx ASHIW. FL _ .2. WINDOW FLAW31S CASING BEAD 6) WINDOW (15CF (FRAME, W/BAND) METAL LAT44 WRI5 LAYER 01, STUC4::O WRAP WOOD SHEATHING IURB LAYER 02, FORTIP15ER SUILONG PAPER UJR5 LAYER 01, J' THIC14, 3 COAT CEMENT STUCCO WRAP PLASTER LUR5 LAYER 02, FORTIF15ER vINY AWBLEID 5UILDING PAPER CASING BEAD VINYL CASIWj BEAD —METAL LATH J' THICK, 3 COAT CEMENT CE or .>Ep VII w PLASTER CLARITY) CASING BEAD (9� RAISED 8��A FRA�Ml� )v r.AF, ryr 9' TWICK, 3 COAT CM-04T Aslw. BEAD PLASTER I TR M MEM R TO TRIM METAL LATH LEGEND X I" - STUcco SIDING T ITION UM LAYER 02, FORTIFIBER DRAINAGE PLANE (WR43 15UILDNG PAPER 1110OP 0-�-EATWWx LAYER 44, STUC/—O WRAP) UJR5 LAYER 02 (FORTIF15ER te 1BUILDING PAPER) 7 7 7 7 7 7 7 7 7 Y METAL LATH X—X—X—x k--WRB LAYER 01, UM LAYER 01, STUCCO STUCCO WRAP STUCCO WRAP WOOD OR 1/16' ZIP WALL CASIN63 BEAD SHEATHING W SELF-ADHEWW5 SELF-ADHESIVE FLASHING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD i, THICK, 3 COAT CEMENT 18 (CROSS SECTION) /"'---SEALANT ----------------------------------------------------- PLASTER -------------------------- METAL LATH m TO WD= CONSTRUCTION 'd BEYOND WOOD SWEATWIN2 WEATHER RIBMTIVE MAIRRISIR q URATHER 11MISTIVE WINDOW FRAME BARRIER -2 WRIB LAYER 02, FORTIRIBER 61 BUILDING PAPER 6* OW-APNERINS YT/ FLASHING MATHEIR momme E-Z BEAD VINYL CASIWs BARRIMP! 9 STARTER 67" UNAIMtIW-MbTNE (uj/%, FLExl5LE PVC ISACKER ROD) BARRIER -2 6'GW-APNl0BPn KADMING GALYT) MAL. &ALVID MIETAL 'r RAGHIN2 WR5 LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMIW-1 MEMBER hg.XD TR CAAM WSELF ADHESIVE FLASHING v': A x 6;psql WOOD SHEATHING GAP' WA:AULKING 2X FRAMIW-s OR AIRIPMOVEID SEALANT MEMSER DETAIL BELOW EXPLODED SIDING TO STUCCO F FOR CLARITY 0 BLOCK TO FRAME ------------------------ ---- ---- ---------------- --------------------------------------------------- ---------------------------------------------------- f ---------------------------------------------------- Yw GAP TYP J' THicr, 3 COAT CEMENT NOTE: CASING 5EAD PLASTER METAL LATH: LATH TO 5E PER SECTION SEALANT TO WINDOW METAL LATH FV03.1.1 / ASTM C-84-1-14a, MIN. 2-5 L59. PER SQ. YARD (UTILITY OR N—O-MINAL WR5 LAYER m2, FORTINIBER LATH DOES NOT MEET SPECIFICATIONS) IBUILDIWa PAPER LUINDOUJ FRAME —1 UJOOr.> SHEATHING-s UAVOOD UNATHER 1118111181TV9 DAMIER -1 =.... 7...T., MATHER 11111161671YWE MR ABOVE TOP MARIVER -2 som 'ell INS WRB LAYER 01, BARRIER -2 STUCCO WRAP STARTER 61 GALVO METAL 6' WIDE MEL 4 STICK z OVER FLAWIE WINDOW FLANGE GALVD METAL WATI-EIR 11119"TIVE FLAGWINS BARREN 01 TO LA� E-Z BEAD VINYL CASING 8 A 6; TZI ABOVE TOP 2X FRAMIW-a h" , C PLA6WING (Wl%* FLEX15LE FIVC 5ACKER ROD) L-2julao-YNXLQ" 'X6 (U%l FLEXIBLE Pvc MEMBER BACKER RM) ;APPLY FULL BED Or SEALANT BETUEEN KAMM LAWsE 4 SUILDIWs WRAP PLA6HN% GAP WACA"ING 5UILDIWG N-W OR AFPM*%,%P SEALANT WRAP USATHOR 1110111,161TV6 WATHOR low"71YE -- — — ------ WARIt"WR M MARRISIR q GAWA tl"T�m ll"blrrNAE ,tmmxx BARRIER -2 BACKOR RM) Pvlc SIDING TO STUCCO UIRAT1,41111 ft"TIVE 0 FRAME TO FRAME 0A)VISIR V EZ BEAD WINDOW CASING_ TRANSITION 16A F-A 2 0 1 1 T 1 6 T 81 6 Design roulr A rxwpwu,m 1.41 N. �. -A. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd AA .0 DRAFTING BY. A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SU ITE 1004 TAMPA, FLORIDA 33634 PH: 81349r-2628 FAX: $13-886-2802 oil oxmDrv. Z M'7-4 SILVERADO LOT #7 BLK #10 PROJECT111111 03719.000-07102 MoDmu 2368-B CtARAG 8' G: LEFT "'�WALL ASSEMBLY DETAILS 150 )RH EXP- F—A RON ITICTS-1 CARE HOULOSET�NINKEEPINGTIEVENTPROPERLY 41'.8"AN IV SHOM0N IN 4- GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED NAL IN — U IW 1-1/4' NAILS AT EACH CORNER. ROOFINI3 CEMENT NORSEMEN RAS RECOMMENDED IN SEVERE IAEATHER COASTAL SHEA�W. SIZE TliE OPENI� IN ACCORDANCE WTI THE CmsTRUCTmZONES. — SI10INN, IN TIE EVENT A MECHANICAL VENT PAN IS US 0, SIZE TIE VENT OPENING IN � WTH VENT MANUFACTURE'S RFING CONNECTION INS UCTON&. DO NOT CUT INTO TRUSSES OR RAFTERS INNEN CUTT� ...NO IN TIE ROOP. REMCNIE IN7ERFERIW SH—E NAILS AROUND TIIE PERIMETER OF THE OPENI SO THAT THE NAIU� PLUNGE OFTH WNT LAYS FLAT TO THE ROOF SKATHING. SLIDE TiE AND S DE FLANGES OF TfIE VENT Ul� ANE) UNDER SHINGLE AULOWTNEBOTTONIVENTFLA�ESTOLAYOI� OF THE wINGLE& ROOF HOOD War. mF— VENT DETAIL GO AT - TRIM pCLID-I Ham 7=F a HISA POW h AT AFIFIFICIVED HQUISI~ ovm sm"THINIIII avot W WM WALL SLOP STEP 1 KXMM K-#*4M: 11 ISELCIIII SILL PLBXM" K.A" Do 14M IIIIIIAL 1101-ram m STEP 6 STEP 7 ALaw M-46WM w W. 10�6111 OF a" MO. mock"CALLY MA?M PANNED Room (CA. IIAILS, 61'AMJW IIINTA" PUPCNT m.we"'w &* Mk KASN" AT1,111 PLUMBING VENT DETAILS 3ECT-im— AM ADHESIVE - 1XISILS M-4000 VM Pike CAP, ucto-~ mojw) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 UNDERI-AYMENT -,,, ASPHALT RCCP- CEMENT .. PAITNE. — r-CENTERL. 7 XTRA "T"'R" IN --' TNE' '3 - ENDOFSHIWLE C' ND �ND END S� AT LEAST 12= VALLEY MNTERUNE 'CUPPEDC,P T CORNERAT45MGREES -SHING STRIMMEDrl� - PROM VALLEY CENTEMINE ROOF VALLEY DETAIL. SCALE, I�M AF"LY CSI MAI (C MQL40 SKALAXt - w"ICCWR:MIJI JOINT R.U10 Al-mm FLASNIMS (LAW-0 SMITE -SEAL 11IC-111111 on saw" BLOM BILL To W. cm IT 16 UN CCWACTOPM 11110WON"ILTY TO VOW"T THE COMPAIM111111.17Y OP ALL FRDIDUCTS IN�10 . SKALAHMI, 4 0111141APHINtING tulopiAL6, CUP" 04"TwIlICTION, 1. INSTALL ALL MAMMALS PM MAMPACnAPOM wporrm arwrWATt" ANNE& GRAILAIM MAY MAW ADYMOMY IP WT DOMPATINJIL ELFAM ANCI MAL JAM TO BILL JOINTS WITH DOUJ IMS FOLLO00 COMMOTION OF r"cr"IOR PETIllbOPIT I.UOW NOTE, FEEPAIR SC44EME SHOWN SMALL BE WIPLEMENTED AT ALL UANDOW& WITH EVIVIENC2 0!" WAT" INTIQUISION BEILOW THIM WINC'm OpEt'Im �!!=El FSE—Z'INTERIOR PERMIFTIM OF WINDOW WITI4 ORALANT h9m t IT 0 741 CONMACTOW MW-OMMrf TO VNWY no com4TOLirr OF ALL rm==MS INCLUDINS SEA"" III SVLI�-AM� M-41114ftli MAMMALS LOW CUMNS CON&IIIIIUCTION. 2. PL404M AT WOMM WINDGM,11ND CIOCIIIIII OMSM SMALL 1151111 INSTALLED IN ACCOVANCE WITH V64APAMMM INSTALLATION *0 APPWVM MSM4= U OF MC WIIXIA U IN ACCOMA400 MM4 MR401111AMN M~ACMI,11110" INSTALLAMCNANIP M.ASHM I"ll'"IlLicnow WMtML WALANTO MAY MACT ACIVINIISILY r N71 COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) sco". tft u, Groupum 1441 N. RONALD REAGAN BLVD. LONGWOOD , FIL 32750 PH: 407-7746078 FAX: 407'774-4078 www.abdesigngroup.com %. AA #: 0003325 1 LDRAFTING BY: A.B. DESIGN GROUP DRAFTING NC. E. 11 5439 BEAUMONT CENTER BLVD. S ITE 1.004 T .P, AMPA,UFILORIDA 33634 P. PH: 813-866-2628 . 8,,3.U6.2802 FAX: so �04 I Ll rommm a. 1.0r.4 SILVERADO LOT #7 BLK #10 PitojECTIO 03719.000-07102 MOIDSMA 2368-B GARAGM SIWMG- LEFT P"'WALL ASSEMBLY DETAILS 0,.15WH A i 3 PF.1k;T DATM. 06/09/21 INICAIM 1/4"=V-0" B*MET WA5 2x,& SU5-5ANb 7111 W/I'x4' NOTCH 6 END,WRAPPED IN PEEL 4 STICK t-WAL PA601A EDGE 1/8' TEXTURED T FINISH * WOOD 2X6 SUO BAW In' TEXTURED A/ FINISH 4P CMU —METAL FASCIA u)RAP 4- FROM STUCCO, 1. FROM WOOD WALL '—EXTERIOR WALL (FRAmr= op. cmu) NOTE NOTCH FOR 2X& SU5 5ANDONLY rA)ELEVATION \c/ FLAN A `4� 1/8'TEXTURM PIN1614 * WOOO, 1/2' TE>CTLWJW AM * alu MIETAL LATW NJ \__UJ000 SWEATIIIWs OR cm F\_WR5 LAYER 91, STUCCO WRAP (FRAME ONLY) UIR15 LAYER 02, FORTIFIBER IBUILOM PAPER (PIkAM ONLY) jjjgpV W gb4f FLAN 5 1� —ROOF KICK OUT REMOVED FOR CLARITY POOF DECK (5EYoNo) "Q DRIP EDGE, V OFF LUALL VNOT INTO STUCCO) .. �4 DRIP MTAl_ VJCK OUT -'1/8' TIE EXTUREo FiNiew a WOOD, 1/2' TEXTURED FINISH 0 CMU -2x& SUM-15AND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA LURAP I'OFF WOOD WALL. SU5 5AND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO 5E CUT a WALL LINE TO AVOID CONTACT LU/TEXTURED FINISH 2'x4'x4'-V OW-CA51BED TO TRUSS W112cl NAILS W-8' oz. MAX. 2x SUB -BAND UJA�'x4' NOTCH * END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @) WALL q x x x x x x j x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL 0 WALL W/KICK-OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED mIN. Y4, A5ovE BOTTOM oF DRIP EDGE 2x SU5-5AN0 111/1�'xW NOTcw END, WRAPPED IN PEEL 4 STICK #ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY ME OR CMU .L KICK -OUT FLASHING T PAPER PRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. V A50VE 50TTOM OF: DRIP EDGE 2x SUS-15AND 111/1�'xW NOTCH a END, LURAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY F ""A - r4p AA LO GWOOD, FL 32750 PH: 407-774-6078 FAX : 407-774-4078 www.abdwIgngwup.wm 6- AA #: 0003325 1 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:81343M2628 FAX: 8�� AA'.[V' 4" CONC. SLAB 0 z 0 0: Ik- 17'-2" 15'-6" 4'4" T-I(Y' V-01. V-4", 91-81, 4'-6" 3'6" nil 'FM-1 TE-1 6-X 78 FM-1SX18 3 4" CONC. SLAB 4" PVC 10'//-CHASE w , 3--l" 9'-2" T-11" -3 1/2" - - - -�M-36 1i tEXTEND T-8" TL-2- j r SLkB 1 1/2" 36.x 1, It, op ail , I0 .31/ %-2 1 r12 t 7 0'-LFIN 7ff Nlk 1" PVC CHASE FOR ELEC. 0 ISLAND Vy. 13'-2" 34'-Ia' e2 --- - - - - LE-1 - - - - - - - - - - - - - - - - - -3 11Z E 1 XTEND SLAB 1 1/2" 0 r5-,\ 7 W IT-TI 24'-4" 20'-,V' lip r-EXTEND r. FM-16X18 2 .3 11Z _ !2 5-5" 24"X24"X12" CONC. . FTG. W/ (3) #5 c 0 z z 0 1 0 REBARS EA. WAY ED U a, ON CHAIRS MIN. 3" /-4 ji3 24"x24"x12" CONC FTG W1 (3) #5 REBAR� COVER 116X18 t -5 1/2' EA. WAY ON CHAIRS FM-16XI8 MIN. 3" COVER L 4 FM-16X18 JII --goll I 4 '-4" 8--V 4"" �--4-' 16--0" )'4' 4'-4" T-10.1 3'-2" 13'4" �d 48'4' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -.0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 6. 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. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.MINDICATES #5 BAR, MINDICATES #6 BAR,IIIIINDICATES #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 i BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (95 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 402/802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" OIC MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xWIA OVER GENERAL 3 1-' MILVAP.R COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDEC NER BARS, SAME SIZE QUANTITY AS BARS 11 FOUNDATION. WITH 3(Y'UEG EACH WAY. MARK WIDTH LENGTH THICKNE-SS BOTTOM REINF. TOP REINF T.O.P SHORT LONG FMC-16x18 16, CONTINUOUS (2) #5's #5 IN CURB VARIES F-2424 L4 2 12' (2)068 (2) #5's TE�i 8" #66 TE-2 8., (1) #vs #5 IN CURB FOUNDATION PIAN SCALE: 1/4" = V-0" LLAL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com L AA #: 0003325 1 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8:' 26'8 FAX: = I "i stmDrv. & WIM.4 SILVERADO LOT #7 BLK #10 P ROJECT# 03719.000-07102 MODICIL9 2368-B GAHAGE OVING. i'AGM: LEFT - FOUNDATION PLAN 150 MPH EXP. 30" MIN. EACH WAY MONOLITHIC FOOTING z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED C SEE PLAN,FOR SIZE AND 0- CELL SEE PLAN FOR SIZE AND I I SPAC NG REQU REMENTS 0. ui SELL PACING REQU REMENTS ME W v rL X Ir < F FM a. 8" CMU WALL 0 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR Oca b = K IN FOUNDATION WITH 30" LEG EACH 0 WAY AT ALL CHANGES IN DIRECTIONS TOP OF TOP OF 8LAB SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BAR$ EXT. PORCH C LAB W/11/2' ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY) 181, #3 EXT. PORCH SLAB -SEE SLAB SCHEDULE TOP O�W41�52 CHAMFER CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE JO NT (WHERE 6" CHAMFER (2-STORY) #4 W/ lf7lSOLATION Il-STORY) f 6 CHAMFER (2-STORY) APPLICABLE) EE SCHEID—E #5 301, JOINT (WHERE APPLICABLE) EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 06 361, FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BAR$ (te. 2 TO 3, PROVIDE 2 BARS), UNO #7 1 r,-*'NEXTERIOR MONO -FOOTING TER R MONO -FOOTING MONOLITHIC FOUNDATION (:D\E a GARAGE SCALE 31,V=l'-U' CORNER BARS DETAIL LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4'OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF W LL PLAN GARAGE DOOR Z14 OR 26 WO BEARING PROVIDE BLOCKING DO RECESS Lu WALL W/ SYP 5 iL No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB Wl u0j (1) NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'W" WEDGEANCHORW/7 LU W iL ECUREDW/2-PART '85 To BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH L) 2'. CAPPED ".:5 EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. 0 16- OC \-CURB GALVANIZED PIPE WIFLANGE @ BASE ", LIND < a FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE - Ar - FOR 9 ECIFICATIONSFOR USEAND PSPEPARATION OF ANCHORS W/ 10d x I JrZ, COMMON NAILS FILL ALL MASONRY UNITS SET AT ELEV HOLE, HOLES, DO NOT USE 10d SECURE "NGE TO Z Lu x 3�, SEE SLAB SCHEDULE SLAB W/(4) 1/4" X 2 114!' TAPCONS �05 OF SLAB 7 4. 74 RECESS AROUND GARAGE EQ ;EE SCHEDULE tn�%EQ �FOR WxD, BAR SIZE A A,., ND BAR QUANTITY ADDING BAR TO /�_,INT�ERIOR CURB FOU LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON MONOLITHIC FOUNDATION NAILS, 2-ROWS, 4!'Or, BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN 2X4 OR 2�6 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP No 2 STUDS SEE: PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT PLATE TO .1. V W MASONRY LAP TOP PLATE A MIN. OF 49- NA,L,S�!l - A, - ,C STAGGERED. AND NAIL W/ 16d COMMON ADOiTIONALMETAL NAILS, 2-ROWS, 4'O/C BTM VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS UPLIFT IS PRESENT. 20 OR 2X6 WOOD BEARING PROVIDE BLOCKING 2� SLAB SCHEDULE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE < BTM PLATE TO BE PT, :ECBURE T.MAATE TO LA W"�d SONRY NAIL 0. [SEE 0-1. #�CP OF SLAB PROVIDE DBL TOP PLATE 16'01C STAGGERED, ADDITIONAL METAL Lu CONNECTORS NO REQUIREDWHFN NO UPLIFT IS PRESENT. 0 8 CMU WALL Z 0 POURED LINTEL CONT. (TYP.) 0 8" CMU FILLED CELL (TYP.) TOP OFS, "'�7SEE SLAB SCHEDULE 2X WALL FRAMING EQ EQ EE SCHEDULE FSEE FOR WxD, BAR SIZE z SLAB SCHEDULE t 1/Z DIA. SIMPSON STB2 BOLTS 5" AND BAR QUANTITY .9��F SLAB MINIMUM EMBEDMENT INTO _-�INTERIOR ' 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CUR CENTERED UNDER WALL AND 19'O.C. VERTICALLY MAX POURED MONOUTHICALLY WITH FOUNDATION AND SLAB EE SCHEDULE SEE SCHEDULE WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY VARIES INTERIOR FOUNDATION WOOD WALL COM�INED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO f3' -t (NO UPLIFT) FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=T-0' L v SCALE: 3/4"=T-9' me f SHOWER RECESS FOOTER SCALE: V=V-0" .00; 6 WDftolgn 'm Groulr= 41 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-774-4078 �.mbdwlgngroup.com AA #:0003325 DRAFTING BY.. A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTER JBLVD. L SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM26213 FAX:81349162802 OUB3013M. Ake Lol� SILVERADO LOT #7 1 BLK #10 Pitoizc 03719.006-07102 MODEU 2368-B GAPLAGIC B'VrJNG: LEFT ]PAGIM DETAILS 50, MPH W. a iD I T-7' 9,_4„ 6'-2" 5'-4" 10'-8" 7,_9, 4'-10" x s'-e^ 2i-4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abtlealgngroup.wm AA 0: 0003325 DRAFTING I A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33694 PH: 813886-2628 FAX: 813886-2802 BtmE Aa LOT: SILVERADO LOT #7 BLK #10 PitoamcTillt 03719.000 07102 MODEZA 2368—B GARAGE BRING: LEFT PAGE: DOWEL PLAN 11%.150 MPH XP. B SCALE: 1/4"=1'-0" l DOWEL PLAN SCALE: 1/4" - V-0" s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM 5 p 4. CLEAN OUT REQUIRED Q FOR INSPECTION 0 ' 0`0 FIN. FLR. TIE ERTICALREBAR . '4_• TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z� #3 18" U #4 24" #5 30" #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1 8'k8" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN W/ #5 m ❑ © DOWEL IN FOUNDATION. DOUBLE FILLED CELL 4 SCALE: 3/4'=1'-0" A Z f OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. #3 1 18" METHOD 724" HORIZONTAL/VERTICAL #5 30" REIN/4"=1'-0"FORCING #6 35 2 #7 42" SCALE: 3 #5 BARS a1 " 8" . CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS Gt' roin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeelgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SOS-262S FAX: 813-886.2802 9VHa:v da I.oT SILVERADO LOT #7 BLK #10 PROJECT 03719.000 07102 acoaErs 2368— B GARAGE EWIING. LEFT PAGE: DETAILS %150APH E B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIDA OR LGT2 W/ 10d x 1 It2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK slzwE i T10N REMARK tt� (2)2X12 GENERAL NOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 4021602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2A STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615IA615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14. 2.6 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 04.5 WIRE PER ASTM A1064/A1064M 3)MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN F'M = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT V-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. LIFT BEAM PLAN SCALE: 1 /4" = V-0" 6 GrGoup 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.aDdealgngroup.mm AA M: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 8134386.2SO '9usDIV da LOT SILVERADO LOT #7 BLK #10 PROJECT 03719.006 07102 MODEZA 2368-B GARAGE OWn4G: LEFT PAGE: LIFT BEAM PLAN 150 MPH EXP. B DwA� 6744 06/09/21 sOALE: 1/4"=1'-0" 8HEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 6716' a0 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL \ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGgi PLACE STEEL HEIGHT. �\) a0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, i#5 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TYR 6ki6' �\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. b O��(iPX' 5, SHOULO 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 BAR W/ 30" LAP FOR EACH COURSE9-- OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL. / 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. L 8 5 �\ �Q 14 VERTICAL REBAR W/ 10" HOOK 8x16 DBL. BOND TOP OF BOND BEAM ��•% OQP� BEAM W/(1)#5 BAR EACH COURSE '\Q TOP OF 1 • Q�Gr\\aG WB(BOND #5 BAR .�: BOND BEAM ' 30" TYPICAL FO F=FILLED W/GROUT I .\1�.0 U = UNFILLED GROUT SOLID FROTOP M \O OF OPENING NOMINAL LINTEL TO TOP BONG LINTEL WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEEAAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 �/c A0\,16-1T/1 p 8x8 PRE -CAST CONCRETE Wl IBAR NOMINAL�� LENGTH OFLINTEL WIDTH OF `' MASONRY ? HEIGHT #OF#5'S, TOP �. s OPE"'Nc-r' CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ': n BEAM DESIGNATION BOND BEAM THAT XFXX-iT/1M/08 INDICATES ADOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0" REINFORCING OF AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IS INTENT SCALE: 3/4"=1'-0" IT THIS ENGINEER'S TO PLAN FOR LOCATIONS AND X- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTELU%X OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-T16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8-'FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN .� 3,�r. PRE-CAST.4 2x6 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL SLOPE SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 11/4")8" FROM EACH END AND 19' O.C. MAX. MIN 1-1/4" O+ EMBEDMENT Q 2x8 (MIN 2X 3)2-W16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER O.C. MAXIN 1-1 4" 18"MIN. 2-12d PER BLK. EA. END V,MUWAUL BOND BEAM MIN. REQUIRED IN EACH CELL HOOKED IN EMBEDMENT EMBEDMENT TOP BOND BEAM W/ 7M6' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAYLFRAMING DETAIL AT CORNER STEP SCALE:112=1'-0 5 3 SCALE: 3/4"=1'-O" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. 3 I I SINGLE #5 CORNER BAR, 3Ox3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN //IfYly ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0 6 1 Groin {41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdealgngmup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.282. FAX: $13886.2802 BUDDIV. de LOT SILVERADO LOT #7 BLK #10 PROJECT 03719.000 07102 MODELS 2368—B GARAGE NVMG: LEFT PAGE: DETAILS 150 MPH EXP. B DwRTffi 06/09/21 L SCAE: 1/4"=1'—O" SHEET S2.1A FRAMING NOTES 1 U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON I WI (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/'I Od 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. B. 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 PSS36, .177" " x 2 7/8" LONG, WITH WASHER C 1S" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE FABRICATED W/ A 2z6 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. lAk 11► � � 11140 C� m ��/'/// 4 � /. 11 pl I 1I O ////�//, 11 0Al 11 �Al �//�� II /� '1 • , , .4 1 � , AHl i PA�� AHT 11 �� .1 AHT 1. �� AHT 11 11 AH ,1. 11 11 �I 11 p 11 O I Al 11 III 11 1 p p 1 111 11 III 11 .1 1: •NV,F Al :1 r O////%////.a Al V - '' ee-ml alo e!e vela P=Nmqwlw, ij'�IllMe. III eel. KNEEWALL 12'-8" FRAMING PLAN SCALE: 1 /4" - V-0" CJ w ARON ITICTS1 6 Groin t41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.andeelgngroup.mm AA#:0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81343W2628 FAX: 813-886-2802 atmErv. & LOT SILVERADO LOT #7 BLK #10 PROJECT 03719.00 -07102 MODICsr 2368—B cswRwaLEFTw:xo: PAGE: FRAMING PLAN 150 MPH EAB A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 +' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LES (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U'.2705 LBS (2 PLY) S1A 1 1 TYPICAL TRUSS/ r" I" GIRDER CONNECTOR(S) fHlII BN7B:IBL= 111CIBEp 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 12) 12" WOOD PANELS 90 2z LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 26 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN (,__�I-JOIST CONNECTION @ L.B.W. �+ 6DALE:3/4"=T-9' (NO UPLIFT) DEPTH 1/4`D —HOLE EDGE >519' —HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/J OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0" EDGE >5/8' HOLE DIAMETER <3/5.0 DEL. STUD ENGINEERED WOOD TRU 024 O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO GIRDER. PROVIDE 6" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE. APT SYP#27'x 4", 6', W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. --A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS J' x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)? ' x 5" TITEN HD TO CMU AND (18) SDS �' x lx2, 2x WOOD FASCIA W TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/(3)16d GALV. COMMON NAILS. (2) }'x 671TEN HD TO CMU AND (18) SDS *'x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" MCI®1&M 1111ABN6 4500 3!4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2.LUMBER LSTA12 20 GAUGE W! 10tlx12 HOG COMMON NAILS. EACH END TOTAL OF 10 LVLIIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 5 LVL/WOOD POST CONNECTIONS SCALE: 3/4'=T-Y' NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"` SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 24DO LBS, U < 1425 LBS W/ (2) 3/4"0 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28.2 G < 2400 LBS, U < 1010 LBS W/ (2) 34- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=l'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. T COVER & T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'4' 6'-0" MAX (W/1X4) �R 1V-0" MAX (W/2X4) tx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 6'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP MIN OF4'-0'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY m CLOSER THAN S' O/C. 5, IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE /BO rACW CEAIML�ACBN A DOUBLE 2X8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" 0/C C DOUBLE 2x10 12" 8" O/C 16" O/C D DOUBLE 200 3/4" 8" O/C 24" 0/C E DOUBLE 200 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6' O/C 17' O/C 10 WOOD LEDGER DETAIL SCALE: (2) 2X4 Not SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0' (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE (1) "X" BRACE ® CENTER TO SILK W/ 12' DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d%6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4'=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/ -" T-' A 16 I I T! 6 T I 6 Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613-8662628 FAX: 8134Nl6.2802 BXMDIV. ae LOT SILVERADO LOT #7 BLK #10 PROJXICTIP 03719.000 07102 MODEL: 2368-B GARAGE $TANG: LEFT PAGE: DETAILS 150 MPH FA. B FLOOR DECK 2z6 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, A TYPICALLY 10-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=T-9' SIMPSON H6 W/ (8)Bd COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD ON EACH END OF "BUNDLE' OFSTUDS PLYWOOD FLOOR SHEATHING SIMP.ON.PH..IH. BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/7' HDG NAILS GIRDERTRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3 4"=1'-0 DBL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d ® 3" O.C. 1ST PLY INTO LEDGER AND STAGGERED UPPER PtlLYY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELENATION O= �QjUU PER ELEVATION Z,m` 1X2 FIRE -STOP 4il— Ni Nj #8 WOOD SCREWS jjlllMll x 7' LONG C 3" O.C.; STAGGERED OFF CENTERLINE OFF 216; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS 14„ NALPO PAT IIM PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ,, ON EXTERIOR WALL SCALE: 3/4"=1'A" NOT USED O 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)18d NAILS INTO LEDGER AND 10d (� 3' O.C. #e WOOD SCREWS NOTE: ®TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2X6 x 2! LONG 3' O.C.; MI 2z4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/(4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS ® EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN nl 2x4 BRACE @ 48" O.C. w/ (5)12d V-4" MIN. FROM 2ND. FUR. FLOOR DECK IN NAILS ® EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILSINTO a ST. OF FLOOR TRUSS 8"CMU WALL AT 16" O.C. AND 8" FROM BLOCKING 2X6 IS FOR REINF PER PLAN END W/MIN 5-1/2" EMBED. 16d NAILS ®8" O.C. MAX SHEATHING NAILER)(BT PER ELEVATION FLOOR DEC f4" PER ELEVATION PER EVATION 1X2 FIRE -STOP LL UUO= N11LN0 PATTERN PER ELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24 M PRE-ENGINEERED WOOD ]FEVER GINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD G PLAN) �,2 O.C. FLOOR TRUSSES (SEE SEE SIMPS REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. REQ. TRUSSAVER�IFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSONHETA-16@ SS PLAN) AT TRUSSES PARALLEL (VERIFYW/TRU S SECTION DETAIL EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR ,TO SCALE: 3/4"=1'dY' PRE-ENG FLOOR TRUSSES NOT USED SCALE: 3/4"=1'-0" 7 O PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BBLOCKINGG (BLOCKING TRUSS (TYP) 0 24" O.C.MAX NOT SHOWN FOR CLARITY) FOR STRAPPING PER ELEVATION VERIFY PRE-ENG ROOF TRUSS SECURE 2z6 PT. PLATE TO BILK W/ TRUSS PLAN TMM TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/2" DIA. ANCHOR BOLT W/7' .t, A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH y U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2z6 WOOD BEARING CONNECTION WALL W/ SVP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . o. • SIMPSON SPH4 OR SPH6 BTM 1/7' GYP. WL. BD. 0' AND TOP PLATE ANCHORS W/ 10d x 1 tYY' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT, 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2'k9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0"0.C, MAX. EPDXY EPDXY 5-1/2" EMBED, MIN. 016' 1 Oa 10b 1 OCi OC MAX. SCALE: 3/4"=1'1Y' GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL MOM roP0ffr,g1 O SCALE: 3/4"=1'-0" .a • A - SIMPSON MTS-12 U < 990 LBS W/ (14)10tl GALV. NAILS. • E 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) 114"x3"SDS,(1)5/8"6A.T.R. TOHDU4 AND (10)1/4"X21l'SDS TO POST BUSS CONNECTION @ L.B.W. P06TTID&MOCINECTION as 9b SCALE; 3/4"=TZ' A&B - SIMPSON ABU44Z POST BASE <U1,900 GS,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8,(26) 16d x 2-VT NAILS TO POST. 6 Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PH: 8134i86-2628 FAX: 813-886-2802 A N C N I T N 0 T• PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2XI2 HDR IUMLITCH PLATE. ATTACHED UV(2) META-24 • EA SIDE 2X KNEEWALL TO BRG. HT. SECURE TO CM W/ 1/1'X9' AIJGFIOR BOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN W014 STRENGTH EPDXY PER FRAMING NOTES) • 24' O.C. (T' MIN. MTL DRIP EDGE EF DEDMENT)- YP. 2x SUB -BAND 12'-S' ISM HST. (2) 21I2 F;R VNYL/ ALUMINUM DBL STUD W/l2) SP4 SOFFIT (TOP 4 OCT.) DBL STUDS AT DOUBLE TOP PLATE CORNERS AND AT 2XI2 DBL STUD LV(2) SP4 HEADER SINGLE STUDS (TOP 4 BOTTOM) ALONG SIDE j,9'-4' BRG HST. 8'-B' TOP OF ARCH � �'-8' SPRUdCs K INE OF ARCH lAb O.SA. SHEATHING J OR k COX PLYWOOD. cp STUCBAND CO ATTACHED PER NAILING BGHEDULE ENTRY SECTION -ELEVATION B A SCALE, 1/2'" 1'-V LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA, 33634 PH: 813-886-2628 FAX: 813A86-2802 idVH IIV. & I.OTe SILVERADO LOT #7 BLK #10 PROJUCT 03719.00t 07102 MODETA 2368-B GAP-tG fl OWMG: LEFT PAGZ: ENTRY DETAILS 150 PH &AB 'EED� A L AR NO 98M J DwTET 06/09/21 SCALE: 1/4"=1'—O" SIEET S3.IC FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 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 @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. SHEATHING FASTENER SCHEDULE NAII RFOIIIRFMFNTR SIZE HEAD LENGTH DIAL TENSILE STIR. SHANK ASTM SO RINGSHANK, 23/9' 0.113 170,000 (16-20 RINGS SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 23/8' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE lIZ' CDX OR 7/16' O.S.B. PLY WITH SO RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE I: Bd NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r. Sol NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 8d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES M — TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING .—__M7 1``1 z = 0 93 7 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NCYM- GABLES -DROP GABLE END & 1 ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLR RAFTER BLOCKING E R WI B OCK NG O 161.C. IF NO DROPPED GABLE END, ATTACH 2x41F2 SYP BLOCKING (9 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING L�-•#8 7' DECK SCREWS @ 6'b" O.C. MAX EDGES & 17' O.C. NI IN FIELD. UNTHREADED , SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS • • • • • • • • • • • • ROOF WIND DESIGN PRESSURES ET(GAoss ASCE 11. ZONE.=39.1 ZON—N ZI IONEh 7 ZONE Zn=.1 ZONE ..6 :ON Z,-- .O' ENO ZONE DISTANCE BAEC WINE SPEW--.IWMPH RISK A A-Y 11DPY':' CABLEINTEI- PRESSURE..EFFIDENT FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APWUnW SIZE TYPE S..NG REMPAN9 APPLIUTON SIZE SPAnND REMARKS BRING TO RY/GONG. CASE Eo Cdt It?LONG. S OF GAIUGEDOO SIO TOPFIY/CDNC. A t-- NO WASHER TA I MPSpFY FABiENER 0„ if EMBED., <"EMpST.. I I -EDGE dST. SOD,PL. IXT. DOORe I. PT, SEENOTES CASE HAid�EidW CDL NWL 11?LONG. G•OA; BTAGG . WINpOWIpOORI FPBTENED IMOMASONRY/OONC. OARMIE DOOR BIxx( OMASONRYICONC AOR tx'WTPB�1£R EXPAN9ON BaT 1G OF (.YB'p rN Z4. OK(IIY DA) B.IBED., I•ETObST., 3`ED3E DST. wNOOW— CASEILARDENEDCDL II, DO WTNDOWDOpMFaBTENW NETKSTRPPTO CONTACT THIS ENGINEER FOR SPACING l P,.ENOTE6 NNLI-LONG. STAGGERED INTOM4S ,`OONC. MABONRYICONC. REQUIREMENTS ExT. SWING DOOR BUCI(h PT, SEE WlE 6 R)IBn6SZA WgSHnt 'TAFCON' fAS1TER Ie•OC I —TENS., SEND pBT., I IIY' EW E pST. NOMB -- WPLL TO CONC. BLPA 1R'° EXPAN610N (EMBED. 4"EW WI WABHFA BOLT Zf O.0 , 3' EDGE DST. PTWINDOWBUx( Se•PAFAZNe° 9.00 4'ENDp6T. 1 t? PT TO STEEL COL., SEE W/ WpyyER 9Z.EFIED EDGE dST NOTE. IM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL MECHANICAL ELECTRICAL PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING. GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3VC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3'4', PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 34. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fh= 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVETAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT MATH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES RATED$HALL BE TO RETENTION LEVELS OF 0.25 PCF OF A BORATE FORM -WORK CORROBORATETETTRA EDRAL (DOT). WOOD FOR TRUCTURALUSE THAT SHALL BE TREA ED FORANY FORM-WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,`RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELD® WIRE MESH, AT BEARING LOCATIONS MATHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSEB- ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, MORE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O* OC, EACH WAY. ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND 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: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD nonconcurtent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD-nonacncurrent #5 BAR - 39' #7 BAR - 47 PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf W No GYPCRETE) 10 Prf BTM CHORD 5 P sf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTEO-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT IG T OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 40psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS. 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psfMASONRY' 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 T VE FY THE MASONRY STANDARDS JOINT COMMITTEE. O RI COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,5DO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE LOX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REWIREMENTS OF ACI 318 AND ASTMC94IC94M OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSr. B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER: 1.1/2" FOR 05 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1-in' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frn = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY MATH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL 87EEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY MATH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SWILL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ku. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 I=. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. PROVIDED BY THE TRUSS ENGINEER.. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77440TS www.abdesigngrOaP.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8862628 FAX: BSS88&2802 16 etmDm Ae L,OT: SILVERADO LOT #'7 BLK #10 PROJECT 03719.00 -07102 MODEMA 2368-B GARAGE EIWMG: LEFT PAGE: DETAILS 150 H W. B PRINT DATE,. 06/09/21 8CALE: 1/4"=1'—O" OPMET S N1 w FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 7)STAPLES INSTALLED FASCIA @ 16" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL STAPLES INSTALLED SOFFIT 10 HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO ® FASCIA J-CHANNEL 30 OS O D) IN J-CHANNEL }" MAX. 11FTAII A I-AZAAA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 2X2 WOOD BATTEN 10 ,rSTAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. Jg" MAX -0I 6- DETAIL D O STAPLES INSTALLED• J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --I 30 J-CHANNEL-" J" N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —�SPAN'L'—+,. I----SPAN'L' SEE DETAIL'A'' SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END dsk -EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:!) SEE DETAIL'D' *OFFAITA. SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END E BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER ( BY OTHER EMB. X2 WOOD BATTEN L�-J-CHANNEL OS DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLESINSTALLED� THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S t(2 NSTALLATION SCREWBATTEN ATTCHMENT FASTENER SPACED 24"MAX O.C. STAPLESINSTALLED @ 2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 30 J-CHANN it DETAIL C J-CHANNEL /RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" D MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 EAVE WIDTH :F?.F;i t•;. (ROOF ••:?:?;?=:• ' 375 .375 ii?' .4 3.625 3.625 .6 OVERHANG) 5 .08 .03 12 "CONCRETE; I CMU OR WOOD v (NOTE:!) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 "A ■ 6 1 1 T■ 6 T 6 Groin 1.41 N. KUNALU KCAUAN CLYU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdwlgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886.2802 1P03719.000-07102 v> G a. Lo SILVERADO LOT #7 BLK #10 ROizcT acoa�r� 2368—B GAI%AGIC BVMG: LEFT P"§OFFIT DETAILS 150 MPH EXP. B 4c I