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Home My WebLink About7323 Steer Blade Drar 99 92795—CAMDEN9 -sqeI JAILmG D FOR: P&HO N REVIEW GATE APE; 1 1 �0 CIT`! OF ZER'r11 `k-H1 • / • PLAN EXAMHNERR 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIIONS INDEX �F DRAWINGS -na mA Buum G cw& ��I„ ABY. ABOVE LAV. LAVATORY DATA oN DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 ng gpmON (2yD) -ALL I=& AND .RM CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B 'BASIC 1IDID SPEED - Vas=11 MPH VBsd=118 MPH 'S- B -t-STORY TORY RESIDENCE - -2-STORY RESIDENCE - YAX HEIGHT AS PER LOCAL AND STATE CODES vc ALT. AMP AMP. BD. CL CAB. CLG. CLR CPT. CPT. c.r. D. DEL. D.G. DIAL DIM. DISP. OF. DR Ds. DTI. D.W. EA. ELEV. EQ. EXT. F.GIFX F.G. ADJUSTA UTONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERABET CABINET CEILING CLEAR CONCRE E CARPET CERAMICTLe DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EXHAUST EXTERIOR FIXED GLASS FUEL GAS MUM. M.C. MIN MIN. M.T. MITI. MIT. .S N.T.S. G.C. P. P.B. PH. PLY. P PR.R. P.T. R. RAD. RA.G. REP. RM. RO. S.C. S.D. S.H. SHTHU. SHWR SIM. SL. LUMINOUS MEDICINECABINET MANUFACTURERMtOA MINIMUM METAL THRESHOLD MOUNTED METAL ONOT TO N GN CENTER PUSH HUT ON PUSH BURON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLD) CORP,EXTDR SMOKE DETECTOR SINGLE HUNG SHEATHING SHOWER SIMILAR SLIDING � C0NTIWL DATE ARCHITECTURAL SHEET DESCRIPTION ADDED 15®-C ENGMEERING PG Cl-COVER SHEET PG Al -GENERAL NOTES PG Al -FLOOR PLAN PG A2D-FRONT AND REAR ELEVATION "D" PG El -ELECT AND RIGHT ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MS -MECHANICAL PLAN PG Dl-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 01R5/19 ADDED OPTIONAL PENDENT LKaH18JCs AT KITG4EN 01R5/19 FIXED DIMENSIONS FOR STUDY AND DMING ROOM /02A9 REVISE SGFT CALCS m~9 UPDATED LED LIGHTS PER DR HORTON t0/30/19 UPDATED LED DETAIL E+UBBLEB PER DR HORTON IV08/19 ADDED FOUNDATION ON GARAGE BEARAVCs WALL CRAMW UPDATED SIMPSON CONNECTORS I1.0. LISP eMMW ADDED 15®-D ENGWEERWS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723� SQ.FT• CAL%. S REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS 3/WO ADDED FRONT ELEVATION P' PER DR.HORTON IST FLOOR LIVING 2"6 SQ. FT. ENTRY 65, SQ. FT. 65 COVERED LANAI I93 S4 FT. 1/14/20 CHANGED ROOM NAMES PER D.R. NORTON 01/21/21 REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE 01/21/21 REPATHED XREFS FOR THE 2020 FOC A.B. DESIGN GROUP, LLC. TOTAL 3,113 SQ. FT. IN. FL R FINISH FLUOR SL. GL. STD. SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR FLUORESCENT SWS SHEAR WALL LONGWOOD, FLORIDA 32750 UP FIG. OOY"'ING�R F TEM. SECTION GLASS Tel: (407) 774-6078 GA GAR D15P. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 G.F.I. GL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS T.O.P. T.O.S. nP. TOP OF PLATE TOPOFSLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG S1.1A-DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED HB. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INS OR FIT HEIGHT INSULATION wu. WOOOD PG S1.2-DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, INT. INTERIOR WDW. wrtI W.I. WINDOW WATERHEATER WROUGHT MON PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2A—DETAILS -FRAMING IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3 PLAN PG 33.lA-DETAILS PG S3.1B-DETAILS ORDER TO BUILD THIS PROJECT BA=ION THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG SNI —DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION RASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774.4078 —.abdesiBegrouP.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA FLORIDA 33634 PH: 813886-2621 . FAX: 813-886.2802 SUDDIV ee LOT: SILVERADO LOT #18 BLK #14 PROJECT# 7 - 1fO 2 2795-D GARAGE STIMO: LEFT PAGE: COVER SHEET 150 MPH EXP. B FEB nay DATE: 01/30/21 SCALE: 1/4"=1'-0" nice= C1 GENERAL NOTES 1. ALL WORK DONE LINDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UN0. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 8QE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSTTE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRICTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABIUTY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT'S 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUDDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL. HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TBIBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES 0-PI 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 NTH 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. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTENIDR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINIM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTML926-18b, ASTM-C1D63-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1 D63-19a & 11703.7.1. 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-CIO63 -19a AND R703.7. FNE RE815TANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12' GYPSUM BOARD. R302.7. EXTERIOR CEO 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdesl8ngrouP•com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8862628 FAX 813886-2802 8VHDICV. N!Y LOT. SILVERADO LOT #18 BLK #14 PROJECT# 03719,000-18 4 mopEL• 2795-D GAISAGE awING: LEFT PAGE: GENERAL NOTES 150 MPH E B 9 u C mff lO 42' NL 0 WALL BATH 1; g S 8'-6' I m AV AV r -I2:Di I ® 1 Attie 2,_4• 2'-1 IR-ISH 9HOUER >" - —TAP C4_ - I ENCLOSURE I W/3NYTENF- 1 CAAWDOOR -, I 5-8H I BA 3 I ° I Wc �J a — TYP.1 T-BBDRGGM Y Vvp I 1 To I I 2-e N T-B 5'-6' '-10' I'-b' L---------- -- — g _ _� ' J � IR-ISH � i0 CEILING . 0 ;� 2. m 1 man-GEN jVrX _ I I sm II � I i "' J Isr-� tRaroT�tN� I - n I I I - . I 1 9 9'-4' CEILING 0 r--2 i 1 AT71G I L _E J 3-CAR GARAGE _ 9'4' CL& ------------------- 16,_0. CAM 9'-V CL& COVEM LANAI m Y-4' CLG. ------------------� I I I I I I I 1 I I I I Fr I k (SIRAT 1 I j I I YTOIdY I I I . 5 -10' I I 20 -0' 1 KMENI Y-4' flCi I 1 I 10'-10ILUMEI' o _ _ Ogg ® N I I �Ir----- QMG I ROOM I 1 1 1 TO Gls UYIR47 I or I l'-6i t w ui 5'-II' I 1 I I�T'i D I I I I I ` SQ.FT. CALL. S H 15T FLOOR LIVAIG 2036 SR FT. GARAGE 619 Sa FT. ENTRY 65 SQ FT. COVERED LANAI M.LB Sa FT. ® TOTAL 3,113 $Q FT. m m ti R m I I POVDR N W ROOM _ 9 -4' CI.G. BDRM. 3 _ n � � 9•-• CLG all 20 ;102 �' • = 20 , , I' M * BDRM.2 9 Y-4' CLG - 4 F'R C H IN TO 9'-4' AT-P.9' 4' M& Is long ......1 .l- f/i9F�iYJ7iA'Ii� 10MMBRAIDCLKI pIIDLAADB WIMUDEIVIZ EFONINWDGAIR OFBIDB Baum ZME aDI "wvA RHAMIE AND FOORAOE MIN. WINDOW I0 5 243/-325 CRITERIA EXTERIOR SWMG 18 5 23A/-30.1 DR MINL CRITERIA SCeD. MIR 41 5 22.1/-410 CRITERIA 16010 O.H.D. 112 5 20.5/44.9 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT.=D. EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00111m o us SHIM AND SECUIRE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS, BRACKET 4 INSTALLER SHALL BLOCKING I INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE �� .14 BRACKETS AS WALL — 3 NECESSARY. 2'X6'X35-V4' CA8RNE7 elws LOW WASLL i 2'X6' STUD • 16, OTC. UV 1/2' DRYWALL ATYP. CABINET SECTION SCALE: NTS FLOOR PLAN NOTES - ALL DMENISIONS ARE FROM FACE OF 1 X' BLOCK WALL (OR EDW OF FLOOR SLAG) TO FACE OF ISALL SRO UNO. - ALL INTERIOR WALLA, ARE 3 JF UNO. DRYER VENTED TNROUaN ROOF (VTR). NOT SCREENED. - AIR COMPRL8600 SET ON 44'X44' POURED COW_ PAD. PAD BEGINS 6' FRCM EDGE CF STRUCTURE. - SEE 81EET ON FOR GENERAL AND STANDARD BALDING MOTES. . ALL NApRAOLE RI OI'7S TO NAVE AIRC FAULT CIRCUIT INTERRUPTER - Al RILL 1 EIGHT BACK WALLS EETREEN FILLED CELLS RETI O OPENINGS ARE SHEAR Wu I A FLOOR PLAN SCALE: 1/4' . V-0' OPENING DTL. B SCALE: IQ . V-0' 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA 11, 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 6138862902 SUBDIV. a&c LOT SILVERADO LOT #18 BLK #14 PROJECT# 03719.000-18141 ][opwu 2795-D GARAGE SIFIIBG: LEFT PAGE: FLOOR PLAN 150 XVH E H AREA OF ATTIC NET FREE V ENTILATION AREA REQUIRED REQUIRED VENTILATION AREA VENTILATION AREA X SQ. INCHES PER FT. (144) MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC RIDGE VENTILATION AREA #CIF VENTS REQUIRED 3972 SQ. Fr. 1/ 300 3972 /300 = 13.24 = 1906.56 SQ. IN. = .5 X 1906.56 - 953.28 SQ, IN. 115 SQ. IN. PER VENT 953.28 /115 8.28939 `AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) b' LAP SIDING TYR HEELHEEL'TT MR.. HGT. W STUCCO BANDING TYP. ❑❑� FOAM CAP ❑rl STONE VENEER OC 0'0' FIN. FLR - 0'-S' DE CMIN.i - FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 9103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS VENEER 0'-0' FIN. FLR. GRADE (MIN-) I m I LOUVER ) LOUVER DTL. KEYSTONE DTL. (-,--)KEYSTONE In • I'-0' OFF RIDGE VENT12 ---------------- I ) I I i 1 V-4' BRG. HGT.00 I I 9'-4' BR's. HCaT.A 9'-4' BRG. HGT. I STUCCO BAND RAISED I CM TO SI-41 STUCCO �• 0 0 ) FINISH FOAM CAP 9 I i0 ro I ) I I El I I 0'-0' FIN. FLR 0' -0' FIN. FLR I I G D ( IN. _ - - - --- ------------------------ -- '-8 GRADE MIND I I REAR ELEVATION ; 9 STONE VDJEER TEXTURED FINISH I I I ) I I 0'-0' FIN. FLR — --------------------- CCOLUMN DTL.. SCALE: In • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdittpgroup.com AA A: 000W25 DRAFTING BY: A B. Dl SIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLOMDA 33634 PH: 87,3886-262I FAX 8133862802 avHDIV. ae 1.0T SILVERADO LOT #18 BLK #14 PROJECT# 7 - 4 mopErt 2795-D GARAGE SWINO: LEFT PAGE: FRONT & REAR ELEVATION "D" 150 MPH EXP. B DATE. 01/30/21 SCALE: 1/4'=1'—O' ai1lEET A2D OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT '3'-4' BRG. F-GT. / ` 9'-4' BRG. W.T. El 1:1 m. 0 ip ------------------------ k ---------------------------------------- LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 2 OFF RIDGE VENT 5 eaEl E 1:1 a m �o 0'-0' FIN. FLR 0'-0' FIN. FLR 3' '_8' G D (MIN.) RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 - IF DRAFTING BY: MmmN A.B. DESIGN GROUP DRAFTING INC. $439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813866-2802 IT VHDIV It LOTSILVER LDOLOT #18BLK #14ROJECT# 7 - O�EL2795-D ARAGE STIMG: LEFT AGE: EFT & RIGHT ELEVATION "D" 150 MPH EXP. H aw01/30/21 SCALE: 1/4"=1'—O" S*ECZT A3 D ELECTRICAL LEGEND SYK DESCRIPTION d> STANDARD SWTGH .4� -WAY SWITCH .•j -WAY SUNTCH U" FER SWITCH BUTTON DISCONNECT T RMOSTAT MGLE RECEPTACLE (125vaV-AMP MGLE ROLE) I0v DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (ECUIPPED TH GROUND FAULT AwTEWTAMPER RESISTANT TYPE) LEX OUTLET(HALF OF OUTLET O BWTCH) kWWRED R WATERPRIOOFaIGFIACLE (GROUND FAULT TER) DPLEX RECEPTACLE DUPLEX RECEPTACLE (FLOOR RECEPTACLE l4 UNRE GTOR) ICATED RECEPTACLE MOUNTED LIGHT ING MOUNTED LIGHT ANT L*WT q=r::wV1114 D LKSHT SCONICE PRE-WRE FAN WTW LK#NIT (I CFM PER SO. FTJ LB LICKHT FIXTURE LIGHT FIXTURE LB LKTHT FIXTURE RACK LIGHTMG LKaHT WITH PULL GRAMR CABINET LKrNIT LUORESCENT LK+H'T (RECESSED) FLUORESCENT LIGHT (SURFACE T) k4' FLUORESCENT LIGHT (RECESSED) • O CESB L*WT CESS LIGHT (VAPOR PROOF) EILMG MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY OGATION) 1.0 -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILMG MOUNTED FAN B FAN (I CFM PER 6a FTJ JACK 1� DETECTOR (WALL MOUNTED) Qr DETECTOR (CEILING MOUNTED) ® 1 MG ) U'E15 D OUTLET FOR C.AFtAC%E TV JACK -•E FORT # M40M OU ET 4 F • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING - ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Ith EDITION (2020) 4 NEC W12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISMUASFER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST FAN TO HAVE MINL CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M0013 FJ5C14 Nth EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WRING MET140D SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FECR 1th ED • ALL WOW. TO COMPLY WTH ELECTRICAL PROVISIONS OF THE FCCR NTH ED (29020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 1S1T. OF LKSFNTMG MUST BE ENERGY EFFICIENT TYPE PER FUSL, ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2m20. Nth WP O dh BEDROOM 1 PRE -WIRED I CAFE CLG FAN OPT I I FIXTURE � Q 1 `\�♦ /// I is; I \ I ! I I C.-------- I.G FAN � \ ----- I \ / �W- r / / Q. I 4'-4' I 4,-0. �_--,� VT1----------------- //I VP f �d GREAT ROOM 1 / 1 % I O I BATH 1 I I 2I _ OUTL I i col !FOR My 6F1 // IhTsj�TT I I CLG FA I KITCHEN \ I MULTI-GEN I _ _ I --�- BEDROOM CFI ------------- I \ -PLUMB I i i r DINING —� 1\ \ L1 II I\\ ROOM PRE -WIRED \ L - it ! I I �\ CLGFAN LAUNDRY �0111, `S I CWi PAN / BD.-------� / 1 �D \� PRE -WIRE L I L------------J MULTI—GEN I SUITE / \ 1 bD/CO \ I PRE -WIRED 1u \ I CL.G FAN V\ L— — — — — — — — — — — — — — - i \ I 1 GFI • 44' WH — - — — 1 • I I AFF. --— AFF. F — — — -i \ Q \ I I 1 BOLD 1 ---� I 1 AS REGL f / 1 \ PER BLDG WALL TEM I \ CODE A LIGHT W/SW ATTIC \\ \\ GARAGE L ---------\41r- 1 CLG. GFI OUTLET 1--LG. GFI OUTLET /' 1 METER ARAGGET•DOOR I FOR OPT. // WP FIELD CF OPENER i fsA OPEN OPENER/ GFI OC IL GPI I FOSR b ,,' CHIMES IRRIGATION 1 , OUTLET --------- ENTRY LJ-------- ---% / OPT. COACH COACF LICSHT LIGHT �I URN LED LIGHTING LED LIGHTING @ SINGLE LAV. @ SINGLE LAV. LAUNDRY ROOM BATH MULTI-GEN BEDROOM BATH WP Panel MAIN -A PMEL:8AGW.tb—kv VOLTADE: 120/24OV-1Ph MAN: 150A1,p WCE FEEDER: 3-*1 Ou TMVN & 1- #6 Cu (G)m 1 10 C. OR 3 #1A AL TIAVN & 1-N C. (G) in I Ill C. Y,Rr F.b b Yem OWl airN wa4 b hY ,IYYr 1 m E#r21 OFlb1l1G 11m 1 � r1z z 20 !#arYn PYnP lam a a a # _ _ 6 488p C.LL-, 1 2 HO PANEL -A PANEL: 42 c t bmr r VOLTAGE: 120 /24D V -1 PN MAIN: 150 AM M.L.O. FEEDER :3 #1 Cu THNN & 1- #6 Cu (G)in 1 1,7 C. OR 3-SM AL TR" & 1-98 Cu (G) In 1 IM C. wH. Fa. b of wrro — — #w r.,, b row w1Y r1z 8.0 App ,am 1 eam m 2 s v eea � em w2 1 A Aei APO- 1!m ? $ r 11 16m I,bl,rffl A 11- 1! aooa oR N 2.2t 15 SDi tpAFq 8m 18 1mai12 tA0 IBSrbfhl 2a 1 M Ta 2a 2< 2a 800 am SrY AFq #rYm.Ara t! 1! 1 1 1n4 n! sn,r r 2a tmo _ w.amra•,..w m r1z 8 3 10 a, as a2 1ma bncaArs A i r12 : "as auc _ n � R z a! AK AIut l KVA r fa. !1b a9 4a g 41 42 Asa rlj.rro 6..,aYW crcrri,r/A. fa4ao tnaa lwa roaw.r MrgloWM/1b ABBREVIATIONS: AFq: ARC FMILTCNq#T8a1EH#FIER Ire: NDNcawr 13zrlaw alt. LLTwIERmiER Tar Y4aswl.r to at..r l8cla Halm FM fmmwalr,00a 1mm RwY.pw,ro r4m! ,eNa ,ms A.Mr. (DAD CALd1L N M 9ASED M MC NMMCKNNT LOAD ieW fern[tM LW WN nala Trm /zw 1n.2 Wnww Ll n4n &Roca m11. Load T.rol An: FM 2795 DrrrlhrRr3W/ R. 8355 H+1r+ 1 w ftwk . 100% 65 Trr D..w r1F 8450 — BEDROOM �l F'RE-WIRED I I N I I CLG Few \ \ PRE-WRED \ CLG FAN BEDROOM Ll LED LIGHTING ® DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND NSTALLATIONS SHALL CONSM.Y Wnl ELECTRICAL PROVISIONS OF THE PDCR MU IN LOCAL PO LOCAL CODES, AND ALL LOCAL WER C21-ANY REQAREI'®NTS, 5, ALL CONDUCTORS SMALL BE TYPE TW WTWW UNLESS NOTED OnERUSE PROVIDE AND NIP. =440 VOLT. 1 PHASE SECONDARY ELECTRICAL SERVICE PROVIDE 3 9 COPPER (CU) N 1-W" DW SCHEDULE 90 PVC CONDUIT OR PROVIDE 3 2/0 AU"HM (AL) N 2" DW SCHEDULE 00 PVC ELECTRICAL PLAN INATEUEDBYTHE ELECTPTIIOMPAE COORDINATE ELECTRIC coNpANY. COOIRDNATE Run+ tHE ELECTRIC SCALE: 1/4' r I'-0' COMPANY PRIOR TO M. I '-6' 4'-9' '-b'• I I LED LIGHTING Cam? DOUBLE LAV. BATH I 31" CUU, TW W . 1% CU IN 2' CONDUIT OR 3 WN . 1% CU IN 2. CONDUIT OR 2/0 AL SEA COMBINATION SERVICE DISGOMECT SWITCH AND ELECTRIC PETER N NEMA 30t ENCLOSURE u u tNTRRCE SONNACE ENTRANCE INTERSYSTEM BOIDNG TERMINAL. AT LOW VOLTAC£ CONNECTIONS 1 A4 OU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE IELR MW EDRIf7N (2e2e) &W' DIA X S FT LOW. COPPER CLAD GRCJD IWO 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PK 407-774-6078 FAX 407-7744078 www.abdeslgngroup.CDm L AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33OU 5 IPH: 813886-2628 FAIL• 813566-2802 SUHDM de LOT SILVERADO LOT #18 BLK #14 PROJMT/T 7 - 4 Moj?z1,: 2795-D GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 150 MPH . B I I HB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I — I I I I — i I I I I I I I -- — I I I I -- luu I--- 7-6' Fr------------ 22'-2' -------� in I i I � I 1p I I 42'X �J I 1 I 11 60, 1 C TUB 1 I III I p I n I I I I XOI AV. — LAV. --- I I I I 9 IQ I 1 � I 5'-9' OPT — REF. "v I------ PLUMB ----- ------- I h ip KStPK�AUTO ----2- VTR VENT 2' V Ft Wl 2.OPTI 2• VTR L---- -------1 I i� VTR LAv2' 2'. I U2' i I/2 2' VTR LAV----------- --3L.T. It, TUB ROUGH M 1 1/2'TUB AV 2. 3' 2$'V2, 21'-9' SHUR U1C 2 MCs. UIC 3 3' A� I fliI SMK LAv I ATE I I AV I I CO L I 1 TO — — — — — — — — — — — — —- -- _ MAIN O ----- PLUMBING RISER — I I I 1 a n 1 I I 1 I I J I®a U - m 10'-I' 6'-II' 2'-b' I' -II' Ej I A I I I HB I I PLUMBING PLAN SCALE: I/4 . I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFnNG 8Y: A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTERBLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813406-2802 i SUBDIV. & LOT: SILVERADO LOT #18 BLK #14 PROTECT# 03719.000-18141 MODEL: "2795-D GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH EX?. B m MECHANICAL PLAN SCALE: 1/4 . I'-0' HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SMALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL USI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN I0 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC 9TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE UMT14 FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKEAP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SAALL.. HAVE AN APPROVED FIRE OR FIRE/SMCKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION ARID BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECM OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LNE• SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS Wit DRAINS >ATTICCEILNCs EXTERIOR WALL PLENUMXEXrERJOR ETURN SECURE1 TAPGONS UNIT SIMPSON WB ROLL STRAP AND LIQUID OR ECLIAL AIR SUPPLYIGERANT LIKES AIR HANDLER WALL 4'CONCRETE SLAB S � STTRAT. 'PriO UUNIITTW/ (2) VC CONDENSATE DRAIN LINECONDENSER UNITEVAP. TRAYLEEVE TO LINES BELOW SLABREFRIGERANTLNESTO CONNECTION TO PAD PLATFORMCONDENSING UNIT MAIN NOTE�IA DRAM TRAP DRAIN LINE AND TERMINATE OVER a 12' OVER HEAD 12' FROM STRUCTURE RU UR N AN APROVED DRAIN, AS PER FBCR IT14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 3011.4 HVAC DRAINS SCORIATED NICKEL ///�� FIN. FLOOR COIATAR�W BRONZE FL. PL.� / OR WALL I'-6' � SEE SPEC. 1'-8'XS' CoNC. BRASS PLUG I FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 5"M REQUIRED INSIDE / H SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TY NEXT. GROUND CLEAN -OUT (TYPµ ) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.00m AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 509 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 818886-2628 FAX: 8138862802 $URDIEV. de LOT: SILVERADO LOT #18 BLK #14 PIROJEC.r# 7 - 4 mo>EL: 2795-D GAitwaE swnaG: LEFT PAGE: MECHANICAL PLAN 150 JLPH B F Dp m 01/30/21 SCALE: 1/4"=l'-O" 8*EMET M1 2X4 TOP PLATE emt.Fm A. PRE-FAB TRUSS In. . - BOARD In' DRYWALL. —, T`h- SECURE BT. — PLATE TO SLAB W/ Iod MASONRY NAIL • 32. O.G. MAX FI11 RR 2X4 WOOD STIRS 024' O.G. a l u✓w IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (�i�)TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.I,-0' FIBERGaLASS SHINGLES UAT14 UNDERLAYMENT AS PER FBCR 9051L ROOF SHEATHING THICKNESS AS PER SHEET SNP. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS—� MTL. DRIP EDGE 2x FASCIA PER i Y ELEVATIONS TYP. OH. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR,L P 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE 00 NOT CUT THE BOND BEAM REBARS 2p, PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' 5/8' GYPSUM BOA OR Vl' HIGH STRENGTH CLG. BOARD PER ELEVATION SEE ENERsY CODE FORMS NSULATICN R-VALUES REFERENCE STRUCTURAL PER ELEVATION r. R-41 INSULATION WINDOW ATTAGFMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ba P.T. FIRRUKs—� STRIPS • 24' O.C. a cm 1/2' GYP. WL. 80. � WOOD BASE Ll • y • 4 FIBERGLASS SHNGLES UAT14 INDERLAYMENT AS PER FBCR S0511. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n W/ WINDOW OPENING TYP. WALL SECTION n u NO OPENING NOTE: PER SECTION FBCR WS.1.1 - FOR 4 1-STORY HIP BLOCK WALL 4:1�2, A (2)LAYER UNDERLAYMENT 01 SCALE: 3/4'.I'-0' SYSTEM IS REQU RED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV. OR ASTM D 615-1 2_B_ GAS LINE THRU BLOCK 4GY8 VYd� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90511 ROOF SHEATHING THICKESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE Eii 2x FASCIA PER ELEVATIONS u �11a I=!3ii WALL SHEATHNG THICIOIESS AS PER SHEET SNP. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRO a' cm A I i!4�Q�ATQi�4A�iATiTi�4�(:: _ - IUOOD JAM PM APPROVAL PIED. By MUP. IF WIN FASTSIm TO ROQ9 TRAM Estac3c S .r PRODUCT APPROVAL RTUS r3'�GARAGE DOOR JAMBS D1 SCALE: 4 a,. a • 4' i-2X4 SPF 24' OZ. MAX.— SECURE UU/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS-- STIFFBACK AT ALL UPR6" PER STRUCTURAL DETAILS PRE-ENG UD. TRUSS GONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUE9 J,PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CAA- BOARD n W/ WINDOW OPENING N R-41 INSULATION WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL bc2 P.T. FURRING — STRIPS • 24. O,C. IR' GYP. PIA-. 50. WOOD BASE- FIBERGLASS SHNCsLES WITH UNDERLAYMENT AS PER FBCR SM11. ROOF SHEATHNG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SWEAT14NG THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-EWs GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING 51-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-V 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7743078 FAX 407-7744078 wwwAbdesigngroup•com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813866.2802 SVHDIV de LOT: SILVERADO LOT #18 BLK #14 PROJECT# 7 - 4 mol?'ELc 2795-D GARAGE 81rMG: LEFT PAGE - DETAILS 150 XPH EA B D 01/30/21 SCALE: 1/4"=1'—O" SHEET D1 igm 2X6 P.T.. CI'JNrER OF DOOR HEADER SECURED SV (D 102' X S' J-DOLT W( 4' MIN. EMBEDMENT W(2' X 2'X IA!' UJAER 4 HUT OR SV (2) VP' X S' ANCHOR DOLTS W( 4' MK EN'BEO" ENtt W( 2' X 2' X 1/S' W46HER 4 NPT-N 0�4AG�■'�L:1�■�C 2" O r-BECURE ® FLAT TO 2" V MASOIW NAILS, 'NJ DOLTS. WV 4'-Mk EMBEDMENT, V 2- X 2' X VS' WASHER 4 NUT. lU WITHIN S' OF TOP, (1) WITIN w OF THE BUM, (!)EVENLY SPACED. ®1 10 sl 'Br NOTES, ALL AN C44ORS SHALL DE N ACCORDANCE TO MANUFACTURE" INSTALLATION 11,611RUCT010 WERE SUCH NSTRUCTION& ARE. STRIN311INT GARAGE DOOR BUCK ATTACHMENT 2X4. SO 2X4, ® 2X4, IIIIII SECURE TO BLOM WV SECURE TO BLOCK SECURE TO BLOCK V 3/11.' TAPCONS (MIN. W(3/16' TAPCONS (MIN. 114' TAPCONS (MK SWANK SIZE 10 MR SHNK SIZE J45 MR SHANK SIZE J46 MR HEAD SIZE 300 HEAD 613E 300 HEAD SIZE 3" MIN. EMBEDMENT 1 V4') MIN. EMBEDMENT I V4') MR EMBEDMENT I I/V) WITHIN S' OF EACH WITHIN W OF EACH WITHIN S' OF EACH END 4 w' OC. MAX END 4 IS' Or- MAX END A IBM OC. MAX 6PACNG. SPACING. SPACING. 2X6. ® 2X6, ® 2X6, = SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3Mr' TAPCCNS tUK2) 3/16' TAP0O46 WK2) V4' TAPCCN6 MK (MK BHAIC 8N3 J48 MK SI1AK 61] J45 6FVUNC SIZE J4D MIN. MR HEAD SIZE .100 MIN. HEAD SIZE 300 HEAD 612E 3430 MR S' GMY MR E7•BEDI'IB4T 1 V4') MIN. EMBEDMENT 1 V41) EMBEDMENT I V4•) WITHIN 6' OP EACH END S' C'MU WITHIN S' OF EACH END S' CM WITHIN S' OF EACH ENDb14 I*, DRYWALL FRAME P.T. OR S/ MR S' tT71 �' DRYWALL 4 WOG MAX SPACING. 4 m' OC. MAX SPACW' DRYWALL N& 4 10' Or -MAX BPACN3 SECURE THNO! R&UI'IE • 17(4' 2X0, ® 2XS. ® 2Xb In'' DRYWALL EXTEND 1-V4' INTO P.T. NAILER SECURE TO BLOCK I'X4• SECURE TO BLOCK ❑ I'X4' Seam TO 15LOCK 1'X4' LOCKN / 3AS' WLWW2) 3/16' TAPCONS P.T. NAILER K2) !/k,. TAPCOIB P.T. NAILER WY2) V4' TAPCOH6 P.T. HALER MK SHVMNK SIZE J48 DOOR CASING MR READ SISHAW ZE U�' 09A X <' MIL (MIN. SWAIIIK SIZE J43 MIN, HEAD SIZE 300 DOOR CABLING MR HEAD SIZE 300 UA6' OAM X 4' MK MR HEAD SIZE 300 MR EMBEDMENT I V4•) DOOR CASING MIN. EBEDMENT I V4') MK EMBEDMENT i V4') MIN. EMDEDP'ENT 1-114' UNT14N S' OF EACH END WITHIN S' OF EACH END WITHN 6' OF EACH END DOOR CASING WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 W OC. MAX 4 W OC. MAX 4 b' Of MAX 4 IS' Or- MAX SPACING ATTACH TO 2X PER 6PAr-M DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING DOOR JAl'B OR WINDOW MANNUFAC11RE6 DETAIL& ATTACH TO 2X PER ATTACH TO 2X PER MANFAGTUE6 DETAIL& MANUFACTURE& DETAILS, ATTACH TO 2X PER MANAFACTUEB DETAILS. MOTE, SHIM AB NEEDED TO f4AM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" s nMrsLDow TO BLACK +3/4' OR +5/4' 2X4, SECURE TO BLOCK W/ 3/16' TAPCONB (MK SHANK SIZE J46 MK MEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 ID'Or- MAX SPACING. 2X6. = SECURE TO BLOCK WK2) 3A6' TAPCONS MK SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 S, C„ u WITHIN S' OF EACH END • IS' Or- MAX SPAC L V2' DRYWALL 2X& 1=1 El i'X4' SECURETO BLOCK P.T. NAILER WK2) W*' TAP ,COMB MK S"wK SIZE JO DOOR CASING MK LEAD SIZE 3" MK EMBEDMENT I V4') WITHIN S' OF EACH END A IS' OC. MAX SPACbe,' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS HEEDED TO PLUMB JAPE (00 NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2' ^TIINDOw Bi TO BLACK +1 1/2" ®ois NOTE, SHIM AS NEEDED TO P'LUM15 JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/16" `JswD QW TO BLACK +1 15/16" 2X41 SECURE TO BLOCK W) 3A6' TAPO" MK SHANK SIZE J46 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1,149 WITHIN 6' OF EACH END A w' O:. MAX SPACING. NOTE, STRUCTURAL 2X MUST ISE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO FLOCK THROUGH NON-STRUCTURAL WK2) 3116' TAPOONS .3A6' TAPCOIN MR 1-1/4' MK SHA . SIZE J45 EMBEDMENT INTO BLOCK MR HEAD 61ZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 0' CM 4 IS' OC. MAX SPACING.2xS 1. DRYWALL ® ❑ SURE TO BLOCK SECURE PX4' WK2) !/li' TAF'GON6 P.T. NAILER (MK SHANK 64ZE 10 DOOR CASING MR HEAD SIZE 300 MN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 R' OC. MAX 6PAGN& DOOR JAMB OR WINDOW ATTACH TO ZX PER MANFACTUE6 DETAILS, NOTE* SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +2 1/4' nwINDOw TO BLACK +2 1/4" u MOTE, SWIM AS NEEDED TO PLUME, JAMS (00 NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" @Nma* ma xrnrrr +G^ 2X4. SECURE TO BLOCK W/ 3/16' TAPCONS (MK SWANIC SIZE J46 MR HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 *'Or- MAX SPACING. NOTE, STRUCTURAL 2X 1118T DE 2X6, ® ON OUTSIDE 4 SECURED SECURE TOBLOCK TH01O1GH NON-STRUCTURAL WK2) 3A6' TAPCON6 3/16' TAPCON MR 1414- (MK SHAK SIZE J45 EMBEDMENT INTO GLOOC MR HEAD SIZE 300 MR EMBEDMENT I V4') WITHN S' OF EACH END S• ati 4 W OC. MAX SPACNG. 0' DRYWALL 2XS, ® ❑ SECURE TO BLOCK WK2) SAS' TAPCONB (MK SHANK SIZE J46 MN. HEAD SIZE 300 MIN. EP15EDP'ENT 1 V4•) OT14N S' OF EACH END 4 *'Or- MAX SPACING NOTE, SWIM A6 NEEDED TO PNJR'ID JAMB (DO NOT EXCEED 1/4') PX4' P.T. NAILER DOOR C.46INC 2ND 2X SECURE TO STRUCTURAL MEMBER W?(2A2d WITHIN 6' OP EACH END 4 6' TO S' OC. MAX DOOR JAMB OR WINDOW ATTACHI TO 2X PER MA% FACTREG DETAIL& DOOR JAMB TO BLACK +3' NOTE. SWIM AS NEEDED TO PLUS+ JAMB (DO HOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16' �M w TO BLOCK +3 7/16' 2X4, 011 SECURE TO BLACK W/ V4' TAF4:ONI6 (MK SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4•) WITHIN S' OF EACH END 4 IS' OC. MAX SPACING. NOTE, 91T4UCTURAL 2X MUST BE 2)(6, SRO ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NON-STRUCTURAL WKZ) V4' TAPCONS (MK ''A'' TAPCON MRI-V4' SHANK 61ZE J45 MREMBEDMENT INTO BLOCK. HEAD 613E 300 MIN. EMBEDMENT 1 V4•) O,V WITH*'OF OF EACH END S, 4 IS' OC. MAX SPACN& V2• DRYWALL 2XS, IZm PX4' SECURE TO BLOCK P.T. NAILER WW2) 1/4' TAPCON6 I' P.T. X 4' MK (MK SWANK SIZE J45 MIN. HEAD SM 300 MR EMBEDMENT I V4') DOOR CASNG WITHIN VOF EACH END 4 *'Or- MAX �� DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SHIM A6 NEEDED TO PLUMB JAPE (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4' nwINDa TO BLACK +3 3/4' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774 6078 FAX 407-7744078 wwwAbditigngroup.com AA A: 0003325 - DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138B62628 64 FAX: 8134386.2802 StMDIV. do LOT SILVERADO LOT #18 BLK #14 P1tOJECT/r 03719.000-18141 mopm.' 2795-D C;ARAGE 81/IlYG: LEFT PAGIC: DETAILS 150 3LFH EXA B 03 [PP.INT A 01/30/21 SCALE: 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VCODE EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV31/2021 21473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872,8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 20201" 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR Z/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 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 Z/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 20531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16SO3.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 202D FBCR 21/18/2022 17676.20 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-R5 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-119 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2D38 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 35Z79.2-R6 CLOPAY BLDG. PRODUCT CO. EKT. DOORS SECTIONAL 2020 FBCR 5/22/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S&2 THERMA-TRU EKT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 1ZI31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EKT. DOOR 2020 FBCR 12/31/2021 10758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15226-RB OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 30477-RS JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-116 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/2023 19901-114 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 1Z/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020(7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2021 1441 N. RONALD RFAGRN BLVD. ORLANDO, FL 32750 PH: 407-774b078 FAX: 407-774-4078 wwwzbdesigngroup.eom L AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388E-2628 FAX 81388&2802 sVOR a. LOT. SILVERADO LOT #18 BLK #14 PMAWTI/ 03719,000-18 mopsmt 2795- D GARAOS sMMKO: LEFT PAC=: PRODUCT APPROVAL LISTING 150 MPH EM B of PP09WPB ED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WRED TED TO LATH • 9' OG. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD B"T6 BEYOND EXCEPT STAPLES UY V LNG BSECURE�C0NTNM JBE OJOIR TETT. DURING INSTALLATION —� PA6TBER& TO DE SF • T' O.G MAX VERTK.ALL1' / i' THIQG D COAT CEMENT / \ PLASTER URD LAYER 4, FO MER BUILIPM PAPER APPROVED METAL LATH FASTENED ED 01' (VERTJ Or— MAX AT SUPPORTS WRB LAYER % STUCCO WRAP WOOD SHEATHING LATH SHALL NOT INE CONT04ow s• Tor .• ro e• TFIROUGM GQNTROL JOINTS BUT BULL. BE &TOPPED AMD TIED AT EACH SIDE. F'RONDE MA BLOOCING PER ASTM CI06D PLACED PLAT MAX 6' TO S' FROM CONTROL JOINT WEN CA MTR OL JOINT PALLS ON A&r@ER& FOR LATH TO BE NNLB OR- i STRUCTURAL STUD STAPLES IN COMPLIANCE UV ASTM CI06D r 2. WRE TIES TO BE (NO. W 0041Y WIRE / I BILCKVNG &NOUN MAY BE IN ADDITION/ \ TO YLALL STUD& REQUIRED PER FLAN O"M" TYPE CONTROL JOINT OLP0.D NWIO.R.A OL-Nllep. PT. A L CASAN . Pr. S A CYAN . Pr. C OL FCLD MIAIC. PT.A Lcw.w.n.s ® LItlLD NIHI�. R.A L OlAN. PT.e 1 ORAB . PT.O 4 POW Pr. OOVBR Pt. 6 TILL Pr. O TOYOlR .o,Tor, N..NOR RM PLAN=( N.AtU! MTI! 11RIR NAL AMO.22 bm art. ilr THICK, D COAT CEMENT RASTER a4t4MA W 2 COAT C MIW FLAfM(OL) WR0 LAYER Rl, FORTIFUM BULLDMti PAPER a OLn WRB LAYER % STUCCO WRolpagw E OLT) APPROVED BWLDNG YARAP RE(iURED•T0 BEL111E SHALL BE LAPPED A MINIM M OF PIPE/ WRE TO FRAMN6 i' • VERTICAL LAPS (ROLL am LAYER 9, ENDS) . 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE M STUCCO WRAP WTH PORfIBER SHEATWNb TAPE WPM LAYER R, FORMWER / EWLDNS PAPER METAL LATH 6'x6' BELF-ADHERING MEMBRANE / \ PLASHING OVER 4W SELF-ADIER MEMBRANE / r n.a LM • Herat LATH \ FLASHING OVER APPROVED HOUSE ~. �C X X X I 4 A MEMBRANE X X X • — — HOUSE UARAP. FLASNUJG TO E)fTENDONTOPIPE H METAL LATH UM LAYER 9, I Y TWIOC D COAT CEMENT %' CORT. BEAD OF SEALANT STUCCOYIRAT' PLASTER INSTALL APPROVED HOUBDIRAP AIR FETAL LATH INFILTRATION BARBER OVER / WRD LAYER PORTFIBBR -2.�dJa. SWATHING LAY YR6 LAYER Q. FORTIRBER � . I BWLDNG PAFER ELASTOMIRW COING ATOVER STUCCO/ PAPER 4V. PNIBH fSEE TYP WALL SEGTIOW) STUCCO WRAP I III000, SNEATHNG 0ECTION SC im 9R.rlar I.UIYIR RIE Pmsb n EON a(edor ose of Penland cerrsrnt plaster shM c%*y VAlh U* WpllrafiM mqt* menls of ASTM C 92G18D. r 1N N1X LAP, a• OWI. Inatallatlon of ezteiWr IaUNrg end frelmg ALL LAP MW mnplY wM ASTM C 1063-19e, 2')PAEER LAP uASTM ,787. 41r4' SELF•ADFERM MEMBRANE PLASHMY ATWLE W HOUSE VERTICAL LATH WRAP MATERIAL) OVER q. &s PAPER DETAIL WOOD STUDS FLAman W WEND ONTO MM I. OR LESS PPE PENETRATION SiEATwm SIDE LAPS OF METAL .: . PLASTER BABES SMALL BE SECURED TO BUILDING RRAMM Nam&, PAPER . nK LAF THEY SHALL BE TIED ME79AMN SW°PORTS WITH 00413-UL (121-FM) STUCCO lT L.1P . Lan, a• LAP. FAPRR CUT AND OVERLAP ONE SIDE OF SELF MEMBRANE WRE AT INTERVAL* NOT MORE THAN e' (220-M'IA -ADHERING HASHING AS PER ASTM C 6& STEP h ® KIC KO UT FOR REPAIR OF TEAM HORIZONTAL LATH DETAIL INWRBLAYERS. TEARS MAY BE PATCMW & PAPER DETAIL 3,4 PIPE PENETRATIC WA40 BE SRN' TAPE PER MANIF. OPEC. OR N.T.S. PEEL 4 *TICK EYE AbK QLT) I M� K" OR (Rat L2 �� ROOF M6.MLL FLAM M WCK,wOVAL) r nIA.IWM rNR u� NHAi1Ip000R U&LN fr AT CT]" O IaccF . WAIL .nRl.aRcrloNR OR WOOD SNEATNINCs OR CMU WR5 LAYER 9, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER /WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING. (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS @L" FLASHING N.T.S. STEP 02 LEGEND i5e6' SELF-ADHERN'A hE'1'ERAE PLA9wm (COTAfIBLE W/ HIC18E WRAP MATERIAL)ING OVER 4SN' SELF-ADHERMBD "RNNE R.ABHNG OVER APPROVED USE WRAP NO. I CUT AND OVERLAP ONE SIDE OP SELF -ADHERING MErIBRAE PLASHING DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER —------- — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16R ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84'1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 22750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA t: 0003325 DRAFTING BY: LA-B. DESIGN GROUP DRAFTING INC. BEAUMONT CENTER BLVD. SURE 1004MPL ORIDA 33634 P. 386-2628 FAX886..2 BUDDIV. aB LOT: SILVERADO LOT #18 BLK #14 PROJECT# 7 - 4 aio"ElA 2795- D GARAGE 811IIIJG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 9RH E B Of INSTALL 6' SELF -ADHERING MEMBRANE FLASHIMG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEryE*rl OF FLASHING TO BE, L BOTTOM" 2_ SIDES. 3. TOP VENT OAP IS TO BE SET IN BED .,�". OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 1 TOOLED SO AS TO DEFLECT WATER ALLAY FROM JOINTS. .X E-Z BEAD ALL AROUND ...i_. VENT -APPLY SEALANT ALL yy JOINTS AND INTERSECTIONS, APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Yi CAULKING • JOINT ALL ARDUND I I PER SECTION R7037 Exterior Iatft and t>IeeietillG BACKER ROD I I Exterior use Of Portland cement plaster shall comply with the application - requirements of ASTM C 926-18b. 74. " Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, X or ASTM 1787. WRB LAYER 1, ,X•. STucco WRAP HOODED VENT THICK 3 COAT CEMENT I, PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER ulDoo coNIBTIICT� W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHSYs STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLAW PIPE THRUTALL WALL i 6' SELF ADWESIVE— FLASHNG (INSTALL PER MAN UP. SPECS.) BUILDING PAPEI UNDER 'QUICK FLASH �1VENT PENETRATION SCALE: KTS. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER $2, FORTIFIBER BUILDING PAPER 3 COAT CEMENT 7b' TO 1s' MID -WALL WEEP SCREED :&' SELF-ADHESIVE FLASHING WOOD FRAMED - ' L WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ---A' -- ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRI5 LAYER 41, STUCCO WRAP 1.. HOUSEWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER $2, FORTIFIBER BUILDING PAPER METAL LATH CONSTRICTION ` FASTEN TO WOOD STRUCTURAL E MEMCER • V OL. MAX a• crlu x' TO x' PW-1UAr eIEEP BrAEED �IL L-1 b' UeDE STRIP SELF ADFESNE FLAS1411145. CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK( S. WRB LAYER 1, STUCCO WRAP WRB LAYER 1, STUCCO WRAP 9 APPLY CPO MN GRADE 'D' FELT ® SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER'2, FOWIP15ER 6UILDING PAPER STEP 03 STEP *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FNISH (SEE TYPICAL WALL SECTION) STEP 05 STEP #(o l 9) ELECTRICAL RECEPTACLE LATH 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003326 DRAFIING BY: A.B. DESIGN GRO]BLVD. DRAFTING INC. 5439 BEAUMONT CENTERSUITE 1004 TAMPA, FLORIDA 336 PH: 8134SM2628 FAX 81343W2802 BTJHDIV ae LOT SILVERADO LOT #18 BLK #14 F' ROJECT# 4 MOR'EL. 2795—D GARAGE Sf/iNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 XPH EXP. B WOOD SHEATHING WRS LAYER 9, STUCCO WRAP UUOOD URWS LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER )Yi HAT CHANNEL JUTE 3 COAT CEMENT V TYPE 'X' DRYWALL 6' OAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED ROOD SWEATHMG �: 4' POSITIVE DRAIN I � VEEP aroem WRB LAYER 9, J _ STUCCO WRAP THICK, 3 COAT CEMENT ` PLASTER 6' SELF-ADFEREMG ' FLASHING WRAPPED �` i i ` • TOP OF WEEP SCREED TO SHEATHING BELOW '7 WRB LAYER 9, STUCCO WRAP WRS LAYER 4. FORTEIBER BUILDING PAPER - - -- M I 6' SELF-ADHEREMG WRB LAYER -L STUCCO WRAP �o AMICO AM66-WFWG-18O CUSTOM C,ASMG BEAD FLASHING WRAPPED • CORNER OF CANTILEVER 1 " 4' POSITIVE DRAM NO GAP INFIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.0 CANT. SCALE: 1 V2'•I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84l-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 3/4 RESILIENT MEATIER RESISTIVE NAT CHANNEL BARRIER 4 VINYL reSM BEAD i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X- DRYWALL METAL LATH W/TEXTUBFED a PAINTED WOOD SWEAT14M FINISH i' THICK. 3 COAT CEMENT (2) 2xI2 HEADER PLASTER 11D DRIP EDGE INSTALLATION CLARIFICATION OF ACCESSORIES ONLY) WOOD CONSTRUCITON RESISTIVE 9 RESISTIVE 2 i' THICK 3 COAT CEMENT PLASTER S/8' TYPE 'X' DRYWALL METAL LATHW/TEXTURED a PAINTEDWOOD SHEATHING u FINISH kTHICK 3 COAT CEMENTHEADER/BEAM PLASTER (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 _RIP EDGE INSTALLATION EXT. WOOD FRAYEC WALL d8-FLOOR DECKMG PIE-ENG'D Tp1U" THm 3 COAT PLAOTEIR METAL LATH — WOOD SHEATHNf (SHOWN FOR CLARFICATION OF SEPARATE ACCESSORIES ONLY) Yi GAP FOR BACKER EXTERIOR GRADE ROD a SEALANT — DRY WALL � THICK COAT CEP01T VINYL CASING BEAD WATER POOFING b Rt- �C3 -vINTL c46aeG eEm LAYER (2 LAYER PEE a STICK) 0 ,CANTILEVER DRIP EDGE FINISH LAYER l2 LAYER 3' X 3' 26METALEDGE GAL METAL DRIP V. FEEL a STICK-1 SET IN FULL BED OF 6' PEEL a SEN-ANTJV MIN. STICK • DRIP SPACE PROM DRIP EDGE TO FACE TO TREX PECK — ' Yl GAP FOR BACKER I)j'XI'Y1 P.T. OR SFRILATED ROD a SEALANT WOOD (TREX) FILLER CGNTMJOUS VINYL CASING BEAD , WATER PROOFRYs -it WEATHER RESISTIVE LAYER (2 LAYER PEEL C BARRIER h STICK) WRAPPED FROM - WEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER:�� 6' PEEL a STICK • t DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP Sue FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE 8ET M FLLl BED OF 1)yw'Yi P.T. OR SIMULATE SEALMR.JF MIN WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Ys' GAP FOR BACKE VIM rCASING- BEAD ROD a SEALANT WATER PROOFRYs lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL a PEEL a STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO MAT CHANNEL CANTILEVER 1' THICK 3 COAT C81E NT PLASTER METAL LATH 6/6' TYPE 'X' DRYWALL WOOD SHEATHING W(TEXTWED a PAINTED WEATHER RESISTIVE FINISH �� BARRIER M WEATHER RESISTIVE S COAT CEMENT THE PLASTER )INT. SCR MEAD �}� DRAM WEEP SQYEED VINYL CABMC- BEAD N3 GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCSSSOR IEB ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 WEAKER RESISTIVE BARRIER Q 6' SAF. \ -PEEL a STICK ,116'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT -I Jv X 3' 26 GA GALv. METAL DRIP EDGE SET IN FULL BED OF Y WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -I EXTERIOR COLUMN COLUMN SHE ATHMG LEGEND 6' SAP. \PEEL 4 STICK I)fiW''L'F-AOWW. DRAINAGE PLANE (WRB ® IiooR FULLY CEMENT IN LAYER 01, STUCCO WRAP) I A' X 3- 26 GA GALv. METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER — — - — - — - — I NXI V P.T. OR SIMULATED SET IN FULL BED OF SEALANT, 4'MR BUILDING PAPER) WOOD(TREX)FILLER, CONTINUOUS SPACE FROM DRIP Y4 GAP FOR SEALANT ,,�FACE TREX VINYL TCASINQ BEAD METAL LATH x—x—X—x OPT' BACKER ROD' WATER PROOFING 4t MODIFIED w LAYER (2 LAYER PEEL a STUCCO UCCO 3/4 PM61LIENt FMAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO ", 1°p,G BEAo CANTILEVER WOOD OR -1/16' ZIP WALL THICK, 3 COAT CEMENT SHEATHING 5/8, TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4PAMTED WOOD SHEATHING. SELF-ADHESIVE FLASPING — — — — — FMISH i' THICK 3 COAT CEMENT -"�--4' POSITIVE IN INCFP Ar�CF17 PLASTER VINYL CORNER BEAD (SWOMM FOR CLARIFICATION OF VINYL CASING, BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) —� SCALE: NTS WOOD SHEATHING 2. FRAMING MEMBER P THICK 3 COAT CEMENT f B. BEAD FASTENED TO SHEATHING • 1. OG. MAX. C UAiB LAYER q, STUCCO WRAP WOOD SHEATHING METAL LATH MRS LAYER 9, FORTFIBER BUILDING PAPER SPENER BEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING ®'V O.C.) CMU 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WRB LAYER at, STUCCO WRAP y WOOD SHEATHING ! WRB LAYER 4, FORTIFIESER BUILDING PAPER WRB LAYER 01, METAL LATH ' i I 'i STUCCO WRAP THICK, 3 COAT CEMENT ! i WRB LAYER 02, FORTIF15ER PLASTER ' = ! BUILDING PAPER WSELF-ADHERING ' METAL LATH FLASHING THICK, 3 COAT CEMENT ' (EXPLODED EW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE WRB L R 9, STL CC4 WRAP = WRS LAYER 92, FORTIFIBER BUILDING PAPER L � METAL LATH i a i' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING ' FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 DRAFTING SY: AB. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-88&2628 FAX- 8134886-2802 9VHDIV. do I.OT: SILVERADO 03 LOT #18 BLK #14 PROJECT# 7 - 1[O)��ie 2795-D GARAGE SwnNrG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 JAPH EX12. B WOOD SHEATHING WIRE, LAYER M, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDMG PAPER — METAL LATH � J' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP UPS LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER e2, FORTIFIBER BUILDING PAPER METAL LATHT::� THICK, 3 C\.OAT CEMENT PLASTER FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW 15C CFRAME, W/BAND) METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WIRE, LAYER 42, FORTIFIBER BUILDING PAPER i UJRB LAYER I'I, J' THICK, 3 COAT CEMENT 1 STUCCO WRAP PLASTER WRB LAYER e2, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD METAL LATH i �THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 8�SCALA FRAME) E:' X' GAP TYP CASWG BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDING TRANSITION SIDING d' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 2, FORTIFIBER BUILDM PAPER WOOD SHEATHBJG WRB LAYER'!, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) CND �— WOOD 81EATMMG WEATHER RE"TIVE BARRIER q �TW�aIems 11� 9f.' x lX�Llp 61DING / / \ RAOW-ADWERMG t PLASHM \ V WEATHER RE"VVE &rARrEle &nRP \ 4 �T ER Ple 16TIVE `FLMHWDM6 -ADWER —= GALVV PETAL 6AL SAL — — •r ILAeMM �7EEpp DD Nor coax oR U6, SIMLLATRIM MEMDER !ffiAL. t X TI SIMULATED I uiovv TRIMGAP UC16AJCM MO'EER OR APPROVED 6EALANT \ w cAam SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2S LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGENIC DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER x—x—x—x 0 i' THICK, 3 COAT CEMENT PLASTER METAL LATH �a WRB LAYER e2, FORTIP15ER BUILDING: PAPER E-Z BEAD VINYL CASING (W/W FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH \I ///-- WRBDL S RA HIND FIBER WINDOW FRAME YI� Wom TIRlGT1ONBEYOND R -� ASHING WOOD 6HEATMWG / WEATHER RE9*TTVE / { I LLEATHER RE619TIVE BAIRREIF, \ BARRIER, To LAP LEATHER REINSTIVE / 6' MW. ABOVE TOP / 'r i I BARRIER 4 OF PLA94NG WiGROv�Exx ; LLANKM-1 VE i i /EKING �\ 'T WRB LAYER 01,FLAGWINGMe1G / e�ANRIER �91envE I STUCCO WRAP I &TARTER STRIP I µ� 6' WIDE PEEL 4 STICK 1 � WP OVER FLANGE WINDOW FLANGE C.ALMMETALi� PLAASWM SAPAIRRQJEA�ER�LAP ; E-Z BEAD VINYL CASING _ I 6TWNM OP ` of Z P� I (W/%' FLEXIBLE PVC BACKER ROD) I R E-Z BEAoyWYL CAMO Y' X 6' GIM LATED ' TRIM 2X FRAMING MEMBER FLodeLE P1AO °"SOD "EMBER -APPLY FULL BED OF SEALANT BETWEENBACKER ; 6 o1ERNG \ , I R FLANGE 4 BUILDING WRAP PPLAeMNG \ \,\ BUILDING OB lNrl LA9P r"OiE°TR oR APPROMM SEALANT •�� WRAP WEATHER RE&bTNE WEATFEIR RE818TIVE r ' BAJRREIl, BARRIER, WEATHER RE&BTIVE E-Z BEAD t!" VC PVC BANKER 4 (umBACK PR NOOE DACKER ROD) SIDING TO STUCCO WEATHER REBI&nv! E z BEAD WINDOW C AS I N G ® FRAME TO FRAME 19 TRANSITION 1 6 A .10 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwabdesigngroup.com AA C. 0003325 DRAFnNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8138862628 FAX: 81341662802 BLJBDIV. Ac LOT: SILVERADO LOT #18 BLK #14 PROJECT11 7 - 4 1[O�ELs 2795-D GARAGE BTIMO: LEFT PAGE: WALL ASSEMBLY DETAI 150 H E B T@POIMRLY — POLD-XP A GEGU! NOUNIRRAP(OR CUT WORRORAP TUOI[ RAP WOLR) AT M' ANNLE a HEAD jj�Bi1�N i I . LINE FOLD IIOIRDBIRAP N 4T J.MIES . GLL.L APPROVED H01D6FLFG4P OVER GEATHNC OVER GD STUD WALL GL.OPC NLL RO. TO EMEItlOR STEP 1 STEP 2 MALN3 FLAWW AT EXTED RAGUIS NEA 7--�7 r BLLM GILL FLEXBLE FLAGHSG DO NOT DEAL BOTTOM m STEP 6 STEP 7 ALON RAGING, w GAT. BOW OF GILL MO. MEOWtlCALLY FA6M FANNED ECSEL[CAP MAIIA STAPLE WA" DUPCINT PLENUM► A b T. PLAGINS AT THE POLD HDRReelwr D06N . TAPE DIACONAL CUT . ACROSS HEAD CF WlIDOIY STEP 8 V SEALANT AT AH D AND HEAD c PPLY TO BACK OP ►CCW WALDO LANCE N LSE W/ 'IE-FVALTED IOLFA OR GLOM. NGTALL S• ODE ADIENVE - BACKED FLEXIBLE FLAN" MATEVAL OVER DRP CAP JOINT XPRORBCTo-6RAP BT-20Da w ECUV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 APPLY OGI IOU (OI FLUID APPLIED RAAHNG (LANCO UNITE -SEAL RC-06 OR !CICALA SLOPE SILL TO EX IT b TIE CONTAGTOR6 PElPOMM LTY TO VERIFY THE CZ PATIOILITY OF ALL PRODUCM WX2= YS HOUSE~, NEALA M A NELF-ADIEIVNO RA&WO, MATMAL6 USED M N' CONSTRICTION. . INSTALL ALL MATERtlAL6 PER rWllACttREIIM MUrTEN SPEGRCATONS SEALANTS MAY REACT ADVERSELY F NOT COMI-ATIOLL AND REAL JAMB TO DILL JOMB WITH DOW BSS FOLLOWING COMPLETION OF EXTERIOR IRE, IT WORK REEPPALIR SCHEME SHOWN SHALL SE IMIFLETIENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRISION BELOW THE WINDOW OPENING BEAL INTERIOR PERIMETER OP WINDOW WITH SEALANT11 L IT 16 TE =NTAGT0118 RIBPONNBILTY TO VERIFY TIE CQ'PATIBILRY OF ALL PRODUGM NCLIDN6 SEALANTS A GELD-AD1EIlSG FLaNY1S MATERALS LOW OURNO, CONETRIGTIQL 2. FLASHM AT EXTERIOR WINDOWS AND DOOR OPENDOO SHALL BE INSTALLED N ACCORDANCE WITI MAN FAC UPER! GETALLATk)N INSTRUCTIONS AND APPROVED MTMOD U OF FBC RTPl1J U N ACCORDANCE WITH FENESTRATION rWMPACTUIERS INSTALLATION AND PLASHING NSTRlCTIONS WGRRNRa GEALANTB MAY REACT ADVERSELY V MDT carPanBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) lU SCALE. 3Ai'•I'-D' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774-6078 FAX 407-774A078 wwwabdesigngroup.com AA B: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA FLORIDA 33834 PH: 8134MB-2628 FAX: 813-SM2802 SUHDIV. ac MT: SILVERADO LOT #18 BLK #14 PROJECT* 03719,000-18 4 asogElz 2795- D GARAGE SUING: LEFT PAGE: ASSEMBLY DETAILS: WINDOW toIASHil B IFE3 0 D 01/30/2, SCALE: 1/4"=1'-0" SHEET WA5 / I 1 I I 1 1 1 \ 1/8' TEXTURED / i ✓0 FINISH • WOOD. 1/1' TEXTURED .---'-------- ------�-------; 2x6 SUB-BANb FINISH a CM W/I'x4' NOTCH ® PETAL LATH -------------- ��• � END, WRAPPED IN jPEEL 4 STICK METAL FASCIA WRAP I WOOD SHEAT4IING i F OR Cm DRIP EDGE ,P 01, SR WRAP(FRAmE ONLY) .4 1\ WM LAYER Z. FORTIFIBER 1/8, e ' 'v�/S' TEXTURED i \ - ------ BUILDING PAPER (FRAME ONLY) _ ! \ FINISH is WOOD I \ 2X6 8UB DsVdD In' TEXTURED \\ �^ ROOFWS CEMENT 111 uV/a / \ DRIP EDGE a V METAL FASCIA \\ METAL KICK OUT WRAP Ye' FROM \ ©F'L AN B STUCCO, IFROM \\ ---------------° / WOOD WALL \ EXTERIOR WALL \\ r� (FRAME OR CMU) \ \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®EL��)4TfON ® f=L AN A —ROOF KICK OUT REMOVED \\ FOR CLARITY —ROOF DECK (BEYOND) \DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH s CMU —2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-V O.C. MAX. 2x SUB -BAND W/114'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x Al-• z x x x !st 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 l�C�j�x x x x x x SUB BAND DETAIL ® WALL WIKICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7749078 FAX 407-774-4078 wwwabdesigngmup.com AA M: 0003326 DRAFTINGj BY:. A.B. DESIGN DRAFTIN5439 BEAUMONT CSUITE 10TAMPA. FLORIPH: 81368FAX-91388 BtMDXV. de LOT: SILVERADO LOT #18 BLK #14 PROJECT/( 7 0— 4 ico�Ert 2795— D GARAGE 811IiPiG: LEFT PAGz WALL ASSEMBLY DETAILS: SUB— BAND 150 MPH c=orrt SLAB 30'-8' 501-W F—``� — — — — — — — c — — — — T E , — — — — —�� 3 FIuF16X18 1.1 3'-2' 3'-2' 1Y4 8'-4 F2-30X301 \` m �\ I '4 4"CONC. ° I \` SLAB a w `` I �``\ 4" PVC CHASE F1JOX30 -' �• m ` %CL -3112� @Z ; `` 7 iv o I J 6 \ U `\\ 1' PVC CHASE FOR ELEC. EXTEFM-16X18 1 O\\` ISLAND Y SLAB 1 1/2"ND ``\ 'TP IF SLAB `\` I I °? \`� in F �` RF- I ,` 4 m \` Ix I R 20'-8' 2W-4" fV N bo in I I I � I � I I I N n � I 1� I I TE2 I -- L---- T E• 2 1 ti 1.1 7 I 5 1/2* 5 2*-3' ix ,., °p 10'-10" U I ' I EXTEND LLI SLAB 1 1/2" 2a. N I N 1.1 L M-16X,8 c I I N y Ft-24X24 I o N OR c ( I FMC-16X18 LL "CON . SLAB I I �LL ' I� 4 12 -`= a w gFr " I -71/2* 4 v FM-16X,8 1.1 y F,-24X24 — — — M-16X78 — — _ _ LL c� N 'T -LE-1 _ FOUNDATION NOTES 1, SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL 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. II MINDICATES #R5 BAR, OINDICATES #6 BAR,(INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#6 _ 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 95'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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M' OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS W.l OVER GENERAL 3 1Y2" 16.6 "I-1.4 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16z18 16" CONTINUOUS 1(" - (2)#5s FMCA6z18 16' CONTINUOUS 18- - s #51N CURB VARIES Ft-24a24 24" 1.. 12" s ) s (-)8" BELOW GRD TE-1 8• SEE PLAN 91 - s _)0•d• TE-2 8• SEEPLAN 8" - 1) s _ - '-0• CWC-12X12 12" CONTINUOUS 12" - ) s #5 IN CURB VARIES F1-30X30 30• 30" 12" (3)#5's (3)#5's (-)8"BELOW GRD F2-30X30 30' 30" 12" (3) #5's (3) #5'8 -)12' BELOW GRD FOUNDATION PLAN SCALE: 1/4" =,'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 M ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 33634862628888-2802 W i w StMDIV. Se LOT: SILVERADO LOT #18 HLK #14 PI OJECT# 03719,000-18 mopm, 2795-D GARAGE 81111rING: LEFT PAGE FOUNDATION PLAN IAINWH E 'w. MIN. EACH WAY MONOLITHIC FOOTING }} I,' z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED _ ", .-, CELL SEE PLAN FOR SIZE AND ¢ a CELL SEE PLAN FOR SIZE ANDS. SPACING REQUIREMENTS v d � arr. SPACING REQUIREMENTS � - - t v <Lco qqR m W m U W_ . J a FM-... (n Q 0_ 0. Z 8" CMU WALL O B` CMU WALL > CORNER BARS, SAME SIZE AS LARGER BAR O o - Z IN FOUNDATION WITH W' LEG EACH +- 0'-0` m *- 0'-0" "I d ' ' WAY AT ALL CHANGES IN DIRECTIONS ° - TOP OF SLAB T� SIAB I -.. % SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS "I EXT. PORCH BLAB °7AND SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. FER (1STORY){ EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE I°I' ILL vCONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 12" ISOLATIONFER (WHERE (2STORY) 18" #4 24" W/ 1/2ISOLATION 4"CHAMFER (1STORY)JOINT 6" CHAMFER (2STORY)°a ZEDULE AB`E,E EE SCHEDULEAPPLICABLE) • •NG mBAR SIZE APPu Z n FOR WxD, BAR SIZE ARE ONTINUOUS FROM FBARS LTHEI NTNUMBER UANTITY" N AND BAR QUANTITY DIFEREWHEN PRTOVIDEIONS OF CSITIONS LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION (_�,_"�EXTERIOR 2 ALE:3/4`=1'-0" @ GARAGE SCALE,3/4"=''-°" 3 CORNER BARS DETAIL SCALE: 3/4"=1'-0" GARAGE DOOR LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON w RECESS NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g j LAP TO OCCUR OVER STUD Of WALL W/ PLAN v/ w B+ w= PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARINGILU 0 w WALL W/ SYP a a I No 2 STUDS SEE PLANS FO CURE BT. PLATE TO SLAB W! SPACING. SINGLE STM. PLASECURE CURB FOR > to NEW REINF. BAR O a SECURED Wl2- PART WEDGE ANCHOR W/ 2' TO BE PT. PROVIDE 08L. TASHER SET IN HIGH STRENGTH MASONRY UNITS SET 2"CAPPED a g EPDXY. MIN. EMBED PLATEOXY 5-112"EMBED. MIN. (� 16" OC Tlp. AT ELEV: GALVANIZED PIPE Q B" LINO SIMPSON SPH4 OR SPH6X. W/FLANGE 0 BASE F. CALL MNS BTM AND TOP PLATE N SPECIFOLLOW FOR ANCHORS W/ i0d x 1 12" 4 USE AND f m COMMON NAILS FILL ALL m PREPARATION OF HOLES, DO NOT USE 10d Z � HOLE. x 3'SEE SLAB SCHEWLE SECURE FLANGE TOSLAB J RECESS AROUND GARAGE W/(4)1/4"X21/4" g } +_0•-0" TAPCONS O' TOP OF SLAB . : - DOOR OPENING QQ� A SCALE: 3/4"=1'-0'• 4" CHAMFER (1 STORY) 6" CHAMFER (2-STORY) _ EQ. EQ. EE SCHEDULE LAP TOP PLATE A MIN. OF ---------- FOR WxD, BAR SIZE AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. 1! AND BAR QUANTITY LAP TO OCCUR OVEERR STUD OF WALL WI PLAN ADDING BAR TO ��INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ BY No 2 STUDS SEE SCALE:34"=1'-0" (W/ UPLIFT) 5 6 PLANS FOR SPACING. SINGLE SCALE: 314"=1'-0" SCALE: 3/4"=V-0" BTM. PLATE TO BE PT. 4 PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT'SPRESENT. LAP TOP PLATE A MIN, OF 48" w AND NAIL W/ 16d COMMON w SEE SLAB SCHEDULE NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 7 Ar STEEL REINFORCING IN GROUTED Q LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND +- 0'-0" SPACING REQUIREMENTS TOP OF SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z� P WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 a. " PROVIDE DBL. TOP PLATE IV O/C STAGGERED. Q w • s ° ADDITIONAL METAL m U CONNECTORS NOT EQ. EQ. SEE SCHEDULE REQUIRED WHEN NO ofUPLIFT 0 8" CMU WALL FOR WxD, BAR SIZE IS PRESENT. OUREDLINTEL CONT. (TYP.) AND BAR QUANTITY Mz 0'-0" 8"CMUFILLEDCELL(TYP.)INTERIOR CURB FOUNDATION WOOD WALLSEE - ITOP OF SLAB SLAB SCHEDULE 2X WALL FRAMING (NO UPLIFT) 12"DIA. 1p TOP OF SLABa" Z SEE SLAB SCHEDULE s SIMPSON ST82 DOLTS 5" MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH F 16.0 6. O.C. VERTICALLY MAX ° -- ---FOUNDATION AND SLAB SEE SCHEDULE � 4 EDULE FOR WxD, BAR SIZE /FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY e• VARIES e• %INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3' 3' SCALE:34"=''-0" (NO UPLIFT) 10 FOOTING AND COL. PAD COL. PAD 1 1 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" L 1 SCALE: 3/4"=V-V (ilssmHr. ��V E U SHOWER RECESS FOOTER 12 SCALE: 1 "=1'-U" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-774-4078 wwwabdesigngrouP.com L AA S: 0003325 DRAMNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH:6138862628 FAX: 813886-2802 ounDiv. a LOT: SILVERADO LOT #18 BLK #14 P120JEQT* 03719.000-18 4 itO"27' 2795-D GAItAGE STIMG: LEFT PAGE: DETAILS 150 MPH EWIi, B 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 819.886-2628 FAX: 81388&2802 9VHDIV. ee LOT SILVERADO LOT #18 BLK #14 PROJECT/I 03719,000-18141 1tO�EL: 2795- D GARAGE 811ITTG: LEFT PAGE: DOWEL PLAN 15 H EMA B DOWEL PLAN SCALE' 1f4' = 1'4r TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. �_. TO HORIZONTAL REBAR W/ Ia. HOOK d iv GROUTED BOND BEAM Z a VARIES PER ELEV. 177 ° E 5 I 5 ¢ ¢ I: =a < a � o � #6BARS m o;Io . m " M 10" HOOK 0 8" 3 m: aa mo CLEAN OUT REQUIREDm0-0� cz z K FOR INSPECTION ¢ 0'-0" FIN. FLR. fe P TIE RTICAL REBAR TO HORIZONTAL a�� ■ Q . REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. I 1 -0 > 8 #4 24" #6 3" #6 36" eT 42" CMU UNIT DIMENSIONS `m ARE NOMINAL SIZES O �/ MASONRY SYMBOLS OFFSET METHOD CONTINU OUS BAR SIZE 48 BAR DIX #3 18" METHOD #4 24" HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL #6 3(Yl SCALE: 3/4"=1'-0" REINFORCING REINFORCING #7 2" 2 SCALE: 3/4"=1'-W SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138962628 FAX: 813886.2802 SUDDIV. ae LOT. SILVERADO LOT #18 BLK #14 PROJECrT* 4 ' "El 2795—D GARAGE SWING: LEFT PAGE: DETAILS 150 MPH QW. B FRAMING NOTES: —"...--�„..:---„..>-8F16-1T/--B—.------ ,�,>— ^� 8F16-1T/0M/lB ".. 1 1 12'-0" 5'-10" 9 AH7 LL 2 m "= 3 UNO, PROVIDE BBt WHERE ) _ ROOF TRUSSES BEAR, TOP ;g ±IA ' OF WALL EL. 9'-0", LINO. 8 8RF14 1 „ lT/0M/0B >; S d6'4" ) ) t FH5 8F36-iT/OMMB 8F16-lT/0M/0B " ' SF36-1 T/OM/18 �..,"fly .« .4 LIFT BEAM PLAN SCALE: 1/4" = V-O' 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)10d x i 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK Dr=$ �pn� REMARK 0 (2) 2X12 2O (2) 2XII BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fe WIZ, REINFORCEMENT STIRRUPS REMARKS BIM. TOP MID SIZE SPACING Sal MASONRY 3000 8x8 (i)p5 WA GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA , FLORIDA 33634 PH: 813486-2628 FAX 813 SM2802 DILMDIV. A. LOT: SILVERADO LOT #18 BLK #14 PImolECT#1 03719.000-18 )1[opmu 2795- D GARAGE 8VW0: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 H EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYRSx6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. i PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\\A PLACE STEEL OF REINFORCING (L2) 4. THE LAST COURSE WILL E A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY SPECIFIED SO THAT THEN THE 1#5 BE LAST TWO TYR 8"xl6" ' COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. ElP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 9_1*5 #5 CORNER BAR W/ 30"LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO E NOT LESS THAN 16" OEEP. VERTICAL REBAR W/ 10" HOOK �� Sxi6 DBL, BOND TOP OF BAR BOND BEAM � 6 EACH COURSE • G 8x8 BONG BEAM TOP OF • Wl (1) #5 BARI ND BEAMF 30" TYPICAL ��E�\� = FILLED W/ GROUT I .\\U = UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENINGWIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTBEAM BAR IN BOND BEAM COURSE#5 SEE NOTE 56-1 T/1 8x8 PRECAST CONCRNOMINAL� LINTEL W/ (1)#5 BAR (LENGTH OF BAR = WIMASONRY HEIGHT#OF#5'S,TOPCORNER ENING-22BEAM IT STHISENGINEEWSINTENT BOND BEAM COURSE O DESIGNATION REINFORCING BOND THAT XFXX-1T/1M 0B INO CATES ADWBLE BOND BEAM #OF #5'S, BOTTOM SxB PRECAST CONCR1 OF BEAM AND XFXX- 1T/0M/OB INDICATES ASINGLEBONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATI AND XUX(-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX 1T/OW06 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1J/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4-) 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-W16 TAPCON PRECAST -'a iK'tN OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1XI 8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" O+ m EMBEDMENT 4 2x8 (MIN 2 X 3) 2-316 TAPCON OR DRIVE PIN (MIN T2X4KING� OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS BCED 4 E83 BAR TOO EPL IN 11 FROM EACH END AND ATHING W/ UPPER AND LOWER #6 MIN. REQUIRED IN EA. END 16"O.C. MAX. MIN 1-114"BONDBEAM EACH CELL HOOKED IN EMBEDMENTBLK. TOP BOND BEAM W/ THING TANDARD ACI HOOK TYPICAL MASONRY WINDOWSILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE.1 v2-1-0 cJ scALE:3a=r-0 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. � I > I I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP 9 0 �gp I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM $ II II IX ER PROVIDE #5 BAR OR DOUBLE REINF. SARIS). AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" �� SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX 407-7744078 V VW.abdesgMgmup- AA #: 0003325 M ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 3363488-2628886-2B02 aUHaty de LOT SILVERADO LOT #18 BLK #14 PROJECT(p 103719.000-18141 1[O�EL• 2795-D GAP.AGE 8wiMG: LEFT PAGE: DETAILS 150 MPH EXP B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 l/2" HDG NAILS. CONCRETE TO WOOD FLOOR SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WIA 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I 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. 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MAX L------_---J A4 e---------szerssasaama:mom AS ��=s==�=a=s:e=�= _ _ =se=�=.=.=sxs�=:=ssssssse I I AS= I I I I AH23A AH21A L - - - - - - - - - - - - - - J >s= AH19A aasessamsa:=tee=ass: =�s�: - s�==aeems=cae=�=� y�A -- AH17D ss==�=�_ sm�.sss�= : s� I= s �sn�=:m�=:c.s.ssc G------- ATTIC AH15D ass=ss=:=�C_CE�s�=�= - - 1=�= 1 s= ==.=�=s= (2)H10A (TYP @ o c ::� EARING WALL) i I AH13D —ass a—aema==—=seas s—=ssss� J AH11D .msaes=c - csxse >scsgms e�cros=:cam S AH90 ae:smsme=�=:m�ceses�a ��eae:c�e - e e�ezm:ee� DI=�asssms=aase�aassaa�c emsaassas: -- y D1 rims:e:=�:assmsc:saae:sss�e =�azse�= YFy e� Q 1A a �-{ cm as:>ssa D1 ass e..se�s sms aesassemss amsa c a s 1 = J� FH5 D me:m.eem ... es=emeceece :�- ��Q y�O CJ3 = ■ w • s --------- I I OGE s = = sass::�= - C =s:a—: s :sc ■ ■ CGE S _ EGE CJt FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abde■igngroup.com AA is 0003325 DGROUP BY: A.B. GROUPDINC.5439 BEENTER BLVD.04TAMPA 33634PH-26282802 sysa><v ac L SILVERADO LOT #18 BLK #14 PROJECT# 4 MOpEL" 2795—D GARAGE SIF MG: LEFT PAGE: FRAMING PLAN 150 MPH EA B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 �" NAILS TO TRUSS DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 1Od GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFWVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"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 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S(13 IC TYPICAL TRUSS/ GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRL @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (I) SIMPSON HETA16 1 TRUSS ANCHOR WITH (9) 10d x 1 4"NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. ' —A-(i) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) ?'x 5" TITEN HO TO CMU AND (12) SOS }7x2} TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HO TO CMU AND (18) SOB }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED ( (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) } x 5'TITEN HD TO CMU AND (18) SDS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 17' O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) ZA 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) 4= LSTA1220 GAUGE W/ 10&12 HOG NAILS @ EACH END, TOTAL OF 10 FLOOR GIRDER 4TT4 W/ 5/8" AB. WITH AIN. T EMBEDMENT TO SLAB 8 (18)16d x 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., WALL WI SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING dpa. 12" GYP. WL. BD. : �GIRDER/WOOD POST CONNECTIONS .Q FLOOR TRUSS CONNECTION @ L.B.W. �LF:314"=V-0" (NO UPLIFT) NOTCH DEPTH 1/4"13 q GE >5/8" METER L. STUD OUTER 113OF SPAN ONLY OLE EDGE >W8" BTM.HOLE DIAMETER PLATE< 3/5`D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: i 12"=1'-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLTU-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 48M LBS, U < 1810 LBS W/ (4) 31WI SIMPSON TITEN BOLT/JAOLT, 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"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" 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. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'1Y 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING G-W O/C END WALL OR OTHER MAX, OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p A INTERSECTION TYP. /—1 BTM. CHORD BRACING r U SCALE: 3l4"=1'-0" V EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEEFRAMIN LAH SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 5 1/2" MIN. EMBED. (TYP) I. ENSURE THAT EXP. BOLTS/JAOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. - Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °> 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 BOLTSIZE FEDGEVACM CENTRALSPACNG A DOUBLE 2x8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 200 12" 8" O/C 16" O/C D DOUBLE 2x10 3l4" 8' O/C 24" O/C E DOUBLE 200 3/4" 6" O/C 16" O/C F DOUBLE 2x12 1 3/4" 6" O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3W=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d Q EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) W-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) 7C BRACE SEAMS) 30'-1"TO 60'-0 (3) -X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2* DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 00 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=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 (Ft 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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. SAAJTERNATE MATERIALS ALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdes4pgroup.com AA #: 0003325 - DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUINONT CENTER BLVD. SURE 1004 TAPAFLORIDA 33634 PH: 813886.262E FAX: 813868-2802 1SU13DIV. de LOT: SILVERADO LOT #18 BLK #14 PROJMT# 7 — aco�sts 2795—D oA AGE awtxO: LEFT PAOffi: DETAILS 150 MPH FA. B FEB DmT ATE 0l f 30 21 8CALE: 1/4"=1'—O" 811RUT S3.1A FLOOR DECK cm 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/i6" "x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 19-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4' 1'-X SIMPSON H6 W/ (8)Bd COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF 'BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING i 2s SiMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12" HOG NAILS WALL FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3l4"=1'-0" PLYWOOD SHEATHING, SEE 'ROOFAVALLJFLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. w/ (2)12d TRUSSES @ 24" OIC, TOE NAILS EA. SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL ML SEE SCHEDULE (2) SIMPSON OTC CLIPS W/ FOR BOND BEAM (2) 3H6' X 1 3/4- REDCONCRETE SCREWS INTO . CMU AT BLOCKING W71/4" 8" CMU WALL.71 MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO BOT. OF uERT.REINF. WALL BRACING AT BLOCKING �] NOW BEARING EXT. WALL 3 SCALE: 3l4'=1 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLMNG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2.4 CONT. W/ (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE XSRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: TOP OF FUR TRUSS BRACE W/ (3)12d EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG 3" O.C.; ML TOENAIL INTO TRUSS W/ 4 i6d () STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF CENTERLINE OFF 2x6; II� NAILS 0 EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES ) 3/4" AS SHOWN jllµl 2x4 BRACE � 48" O.C. w/ (5)12d '@ V-4" MIN. FROM 2ND. FUR. FLOOR DECK 0'-0' TO 30'-0" (i) "X" BRACE 2X8 LEDGER NAILS EA. END LINE 2x6 CONT. W/ (8)16d NAILS 30'-1" TO 60'-0 (3)'X- BRACE PRE-ENG GABLE TRUSS TOCMUDBL TO CMU W/ 12' EXP. BOLT NI Bd RING SHANK NAILS (T 4" O.C. MAX (SBT. OF FLOOR TRUSS (2) "X" BRACE DI CENTER 8' CMU WALL AT 16" O.C. AND 6" FROM INTO BLOCKING FOR WALL 2X6 ISATHING BRACE DIVIDED EQUALLY 2z SUB -BAND AT ALL REINF PER PLAN END Wf MIN 5-112" EMBED. 16d NAILS @ 8" O.C. MAX SHE SHEATHING NAILER) FROM FROM CENTER TO ENO. UPRIGHTS UPRIGHTS OVER 4'-10" HIGH FLOOR DEC 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION 4. PER ELEVATION PER ELEVATION ;� PLYWOOD SHEATHING, SEE 2 NAIL34O PATTERN "ROOFNJALUFLOOR 3u= SHEATHING caw FASTENER SCHEDULE" PER ELEVATION a PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24 PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD CONNECTION PER NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE 1x2, 2x WOOD FASCIA TRUSS MFG. ZENGINEERED MASONRY NAILS FRAMING PLAN) PRE�NGINEERED WOOD FRAMING PLAN) SEE ARCHITECTURAL 12 O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON 2x SECURED Wf (3)16d WOOD REPAIR DETAIL I F FRAMING PLAN) BONO BEAM REG. BOND BEAM REG. 6 GALV. COMMON NAILS. TRUSSES @ O C, 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 @ TRUHETSS EVERY TRUSS (VERIFY (V I W/ TRUSS PLAN) P D 1x2 SECURED W/ tOd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 32"Qc MAX.12"Olc AND APPROVAL SECURED W/(2)12U's@ AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL BAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS scALE:y4"=1-0" PRE-ENG FLOOR TRUSSES 7 W/ HIP RETURN SCALE:3l4"=1'-0" SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT STRAP TRUSS TO PL. PRE-ENG SHEATHING SEAMS) (BLOCKING O PRE ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 0 PERPERELE I N FOR STRAPPING O VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TR418S TO TOP PLATE SUM BOARD OR 10 HIGH W/ 1/2" DIA. ANCHOR BOLT W/ Z' A - SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d rSECURETRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. NAILS SLAB.SEE EMBED. AT 32"OC MAX. B - (2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS WI (14)10d BELOW FOR PLATE W/ 12d's 8"O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM, 1/2" GYP. WL. BO. 0. AND TOP PLATE ANCHORS WI 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB WI CONT. 2x4 SECURED W/ (2)1 Od's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 12k9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSSIWOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10--0- O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16" 10a 10b 10c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG ro--\_GABLE TRUSS @CMU WALL TRuesTOPosrIECT,oN SCALE: 3/4"=1'-0" a a A-SIMPSON MTS-12 U c 990 LBS Wf (14) 10d GALV. NAILS. -• 8 - SIMPSON HTS-20 U c 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGTMDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SOS, (1) 5/&- A.T.R. TO HOU4 AND (10)1/4" X 2 12" SDS TO POST TRUSS CONNECTION @ L.B.W. PO8TTDSLAB fow&:CTION AU .7U SCALE: 314"=V-0" A&B - SIMPSON ABU44Z POST BASE-U:1,900 G:5,660 WI 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE-U:2,300 G:10,335 W/ W DIA, x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB-U:4,565 WI 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 3275O PH: 407-774-6078 FAX: 407-7744078 www.ebdesigngroup L AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLOND 333634 PH: 8134SM2628 FAX: 813886.2802 SUHDIV. de Ii01`. SILVERADO LOT #18 BLK #14 PItOdECT# 03719.000-18141 xo{�EI. 2795—D GARAGE SpIDTG: LEFT PAGE: DETAILS 150 H RA H FOR ASPHALT SHINGLE ROOF, USE MIN 7116- STRUCTURAL SHEATHING EXP 1(24A6) or 15W STRUCTURAL SHEATHING EXP 1 (32M), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" 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.G. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING RINGS SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23M" 0A13 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH Sd 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. ROOF SHEATHING ATTAOHEMENT SPACING ZONE 1: Sd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2a, 2n, 2r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3s, 3r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD QU ._ d E 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ,. m ZDo w z =U'w z @ Id 0 2m a 3m tt UW m6 Y U Lj wC m RAFTER OR TRUSS ROOF SHFATHING a HUUF SHEA I HINU LATUU I AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GA13LES-DROP GABLE ENO & (1) ADIYL DROPPED TRUSS 2z4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS WI (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6"-W O.C. MAX "@ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I. . . . . . . . . I TYP. EXT. SHEATHING ATTACHMENT +� —E. END i wP RDDP 4'- w FASTENER SCHEDULE HUUF SHEA I HINU LATUU I AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GA13LES-DROP GABLE ENO & (1) ADIYL DROPPED TRUSS 2z4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS WI (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6"-W O.C. MAX "@ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I. . . . . . . . . I TYP. EXT. SHEATHING ATTACHMENT +� —E. END i wP RDDP 4'- w FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER K.aT1OTl stlf TYPE 9PAOWG pEALNa6 /iPLICATDN SITE tYPE REIMNO 1Y1 Pr ft11aiY1G TO 1M40Niv TCQIC- f SE H/JAEIID WL HAL 11?LONG. GaMGE DOIXt BUIX MWNR,DoNC. yr oM. .INTER MOONMI5013tY —TENER a.� 11?EaBED..r ETD psT., 11?EDDED- EXT.DOIX6 a CASE HARDENED COL PO'C XGGETED WWOOwDODA/FASTENED GNUGE OOORBUIX TO MK:RCOr1O. 1?ONWI WXSIIER IXPNVSIDN BOLT 2r OX: L®ED.1-ENDD6T.. E TEDGE GIST. waDO — „PT.EEE—. G4ERaRDE-- L11?LaNG. WNDDWDDaraPADTENE➢ u.LsorDwmTD. aETaLSTPAvro NA TIcwc. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT.SWWG DOIXi BUCx21PT,SEENOTEs 2))1169W. h9fER 'rN•COM —NER 19.6C 11?EM�D,BEND. DIST.,11?EW£ORi. NONBFMXD W000 —To— 17 EXPMEION rEM3ED.rE- W,W—. BOLT 2I'ce D19T..TEDGE d3T. Prwrvovx auac re•PT,Paz1,r Taro 4- END. rEDIST.W, 11? TOETEELWLSEE .,01wIWA9NER ETAGDEPEO NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C:33M MAXAINAGWMATE Siff SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOW" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NR ENTRAINED CONCRETE EX7'OSH)TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 71h EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFWFE ED 3W ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS Na CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE. TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF BARRIER I.RA pRpylpE 6.IpL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE Uf-0EtALLSABSONfR01RID WHERE INDICATED ON ELASTICITY = 1,400,OOD PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED S POLIES AND SEALED WITHE ADHESIVE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7d1 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THEATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2 CHAIRS SPACED 3-0 OC, EACH WAY. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL WBINT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR W-A&RING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TI ESTAMPED WHEN CDNCREIE IS BATCHED. TIE MAX%lU&ITIME ALLOWED PROM WHEN WATER IS ADDED TO THE AID( UNTIL R IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED90 MN TES. IF FOR ANY REASON THERE IS A DELAY W SUCH THAT 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 OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR MAUL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE SPOSED TO EARTH ARDOR WEATHER 1-17C FOR >b AlD 5MAl1Ht T FORNS AD LA14GER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FDR SLABS, WALLS AND JOISTS 1-117 FOR BEAM AND COLUMN PW ARY REINFORCEMENT, TIES, STffO PS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M, Fy = 36 Mal FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy = 48 ksl. STRUCTURAL PIPE SHALL BE ASTM A53lA53M, GRADE B. TYPE E OR S. Fy = 35 kSI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M 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. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: OOOW26 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813386-2628 FAX: 813686-2802 '8xmDly de LOT: SILVERADO LOT #18 BLK #14 PROJECT/T 7 - 4 MopEL,: 2795- D GARAGE OWMC: LEFT PAGE: DETAILS 1 MP 1 do w Z bp �j sl� c qb