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Home My WebLink About7254 Steer Blade Dr6 -- 9999 2795-U""'AMDEN FOK: Pal HOR11ON A~wvlp&a�S; &p 12602 TELECOM C)RIVE, TAMPA, FL 33637 Te1: (813) 74.0-9720 Fax: (813) 740-9715 v0 7 f EMO EIO , + ± I Y V'IITD j Rf-VAJ IUpg' °� f!y AND r ,� LL O I R{Cp�O '�•rlTi peiltf `.JP6I y,..,��.�J. � � .. d��f-,r Aitin�. REVIEW DOFF JA i CITY OF ZEPHYRHIL � 2i PLAN EXAMINE- STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: ' DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN REVISIONS INDEX OF DRAWINGS .p COM mmRIA OM 13DT1'M (T -AM IXU � STATE CODES *OCCUPANCY -RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB DiTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH P88d=111; MPH •EXPOSURE _ B •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABGVEABBREVIALAV. AD AIR CONDITIONING mC. ADJ. ADJUSTABLE M.C. ALT. ALTERNATE MIN AMP AMPERAGE MITI. BD. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MIL. CLG. CEILING N.T.S. cLR. CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P C.T. CERAMIC TILE P.B.H. D. DRYER PLT. DBL. DOUBLE PLYWD. D.G. DUAL GLAZED PIC DIA. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. DP. DEEP R.A.C. DR DOOR REP. D.S. DOWNSPOUT RM. DTI-. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SHT. HXH. EXHAUST SHDI EXTERIOR SH WR_ F.GIFX. FIXED GLASS SIM. F.G. FUEL GAS SL. FIN. FINISH SL. GL. PLR. FLOOR STD. FLUOR. FLUORESCENT SWS FTG.R FOOTING . FRENCH �OR TEMP. GA. GAUGE T.O. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT TO ,INTERRUPTER T.G.S. GL. GLASS TYR GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V-P HDR HEADER W. HGT.oRHT HEIGHT Wi UGT. INSULATION WD. INS. INTERIOR wDw. W/H W.1, LAVATORY LUMINOUS MANUFACTURER MAN FACTOR R MINIMUM MOUNTEDRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAM PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID COREEXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION GLASS THICK TOP OF CURB TOP OFPLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD wlNDow WATER HEATER WROUGHT IRON DATE D63CRD'TION 06/D6AS CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION �Oy/p ADDED 150-C ENGINEERMG PG Cl-COVER SHEET NOTES PG Al —FLOOR PG Al —FLOOR PLAN PG A2F—FRONT AND REAR ELEVATION F PG A3F—LEFT AND RIGHT ELEVATION "F" PG El —ELECTRICAL PG PI -PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WA1—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 m1/25/19 ADDED OPTIONAL PENDENT LKsHTRdG AT KITCHEN ml/2S/19 FIXED DIMENSIONS FOR STUD? AND DINING ROOM /02 REVISE SGIFT CALCS 1®/14/It� UPDATED LED LIGHTS PER DR NORTON 10/30AS UPDATED LED DETAIL BUBBLES PER DJt HORTON II/"/19 ARAGE BEARILL ADDED FOUNDATION ON GNG WALL =AMW UPDATED SIMPSON C0WECTORD ILA. LISP m1hMW ADDED 150-D ENGINEERING • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REMOVED STONE GAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ.FT. CALC. S C3ACSW BEGAN ADDMG ELEVATION INTO LOT REQUESTS AND MASTER OMA04M SENT ROOF PACKAGE TO TRAM ENGINEER FOR TRUSSES IST FLOOR LIVING 2036 Sa FT. GAJzwE 610 $a FT. 65 Sa FT COVEREDEXT. COVERED LANAI 193 Sa FT. TOTAL 3,113 Sa FT. 3/ 140 ADDED FRONT ELEVATION 'P PER DRHORTON /14/20 CHANGED ROOM NAMES PER D.R. HORTOv STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SI AA —DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS FT BEAM PLAN AND NOTES PG S2PG S2—LI—LI DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG 1 —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LGBHTTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'III IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBHdTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFPa HAVE BEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. A R C N I T 11 C T 8 6 G o 02 {41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813586-2802 11111111111 9111111111 9VHDIN. a TAT. SILVERADO LOT# 9 BLK# 15 [PROJECT# 03719.000-09151 MODEL.• 2795-CAMDEN GARAGE 8WITTG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B DATE.11/18/20 SKEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION TION OF BUILDING WORKING POINTS, ROUGH GRADING, ON SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. I 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR AND COMPACT TO 959/oMAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE FABRICATION OF THE WORK. SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER TA CONSTRUCTION (S HOARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNJALL/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 REX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESSTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROWS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. DEC ISCNITICTS6 GroupO�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgigroup.com AAM:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: 813486.2802 BIIIIIIIII� aysDM Oe LOT SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODEL' 2795-CAMDEN GARAGE OWING: RIGHT PAGE: GENERAL NOTES 150 MPH Ey. H DARa>� 11/18/20 SCALE: 1/4"=1'-O" 8*=ET GN e r- v VENEER m ti i I I HB 35-SH L: -------------------------Q - 25-25444 25- EGRESS EGRESS EGRESS I I W4C s i BEDROOM T 4' CLG 9 T40 B CLGY I 4'-4' II'-6' I'-4'12:-9, b'-10' S'-3, _ C.D. I I 9080 TEMP I 1 0 1 I `_ 1 I m I I 1 I I A IR-ISH r I I AIf II It I I 1 1 a'-IO• GREAT 9 I I i i « J 0 0 1 I C ASET �RLO(yOMM TYP.m' I 8 t0 10'-O' GLG.Y E p I I � i 33xis 1 5'-10' 2'-0 2'-4' N ATTIc i V 0 SHOUJER L-' ------------------ 1 c=_---PT' C A-o� 41 i I I V�2 ROOM I I AI °I T.4' r� IWTR4T I I TO IB' ®' CLCs 1 11 0 IP ---- OPT. i I1''IN�r 1 '-10' 1 1 1 1 111 W i N 5' lie M n � TUB � J 0 �j GLASS ADV. + BATH TH 1 K I L\/ CAT, 11 SAFETY r �� eTN�cLoa I I `! GLASS DOOR I I BEDROOM pq I i I I I I I I°- I I - L_____-----J '• BDRM,3 V-4' CLG BDRM,2 9'-4' CLG CMU TO 2'-S' AFF. W/ 4X4 P.T. POST ASV: 1� •,11lR� o © :1 ` o - oilfo��o�IFo MIAo o o � /� � �� o11ieWIR�1 �IB19io �e�� Ind _ ol'�ouoi FLOOR PLAN NOTES • ALL DMENBIOW ARE FROM FACE OF T INI' BLOCK WALL (OR EDGE OF FLOOR BLAB) TO FACE OP WALL 6TUD UN.O. - ALL NTERIOR WALL6 ARE 311' UNO. - DRYER YWW THROUGH ROOF (VTR), NOT SCREENED. - AIR 001'PRE860R SET ON 44X44' MMMD CONC, PAD. PAD BEGN6 V PROM EDGE OF STRUCTURE. NOTE� "ET GN PM GENERAL AND STANDARD BUILDNG - ALL HASITABLE ROOMS TO NAVE AMC FAULT CIRCUIT NTERRIPTER - ALL FULL HEIGHT BLOCK WALLS BETWEEN FILLED CELL8 WITHOUT OPENINGS ARE SHEAR WALLA IRURRERRRRRI LY1�iTI1ld4! SQ.FT. CALL. S BT FLOOR LIVING 2,836 SQ. FT, GARAGE 619 Sa FT. ENTRY 65 SO. FT. COVERED LANAI 193 60. FT. TOTAL 3,113 SQ. FT. 6� RI�E7Q0911ERB�ID dR18 OPBRIIRI Sam =E MWHVWME RSANIB A DTRE FOOTAGE MIN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR SWING IS 5 23.4/-30.1 DR MIN. CRITERIA SCsD. MIN. 41 5 22.1/-410 CRITERIA 16010 0.4D. 112 T 5 205/-24.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED, (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMPROWN :a SHIM AND SECURE v RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO AN �CABINETS. BRACKETT 4 INSTALLER SHALL BLOCKING ] INSTALL FLAT ® ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN C Q 4 BRACKETS AS D BASE WALL 3 NECESSARY. VX6'X35-1/4' CABINET m Lo LOW WALL i 2'Xb' STUDS • IS' O.C. W/ 1/2' DRYWALL A TYPTS CABINET SECTION STONE FLOOR PLAN VENEER SCALE: 1/4' " F-0' v 9 ( �)OPENING DTL. pEc A R C R I T R C T R De ign PH: 407.7743078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81338E-2628 FAX: 813-886-2802 MIA DU33DIN !e LOT: SILVERADO LOT# 9 BLK# 15 PROJECT* 03719.000-09151 MODEL' 2795-CAMDEN GARAGE OWING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B n TE 11/18/20 SCAL C: 1/4"=1'-0" 8HEET Al I' BLDG, HGT. SHINGLI b' LAP DECO 8 FIN. FLR 1 0'•8' G D IN. '5'-4' BRG. HGT. 0'-0' FIN. FLR 0'-S D ( _ FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A STONE V1114M TO BE NSTALLED PER MAN JIIIIIEI4L'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH �'1 REA OF ATTIC = 3972 SQ. FT. ET FREE VENTILATION AREA REQUIRED = 1/300 EQUIRED VENTILATION AREA = 3972 /300 = 13.24 ENTILATION AREA XSQ. INCHES PER FT. (144) = 1906.56 SQ. IN. [IN. REQUIRED VENTILATION = SX 1906.56 1 UPPER PORTION OF ATTIC - 953.28 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL It OF VENTS REQUIRED = 8.28939 TOTAL It OF VENTS PROVIDED - 9 "AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED -4' BRG. HGT. CAP :R -0' FIN. FLR ''-S�RADff?MIN.) -__ oS'-4' BRG. HGT. 01' FIN. FL G D R (MIN.) - - - - - - - - - - - - - / PRE-ENGINEERED TRUSS•-� (2) 2X8 P.T. BM W/ I' FLITCH PLATE CORBEL SEE DETAIL B/A2F 4x4 P.T. POST w/ SIMPSON ABU-44 AT BOTTOM FRAME OUT 4X4 POST \ — - - - - - - - - - - - - - - - - - - - - - - - - - - — \ SIMPSON STRAP PER DRAWING FRAME OUT (2) 2X& OM BRG. HGT. v 'v 0 m I'-4- FIN. FLR --------------// COLUMN DTL. A SCALE: I/2' . I'-0' - - - - - - - - - - - - - - - - \I CORBEL 4 TRIM I FOAM I C tv CORBEL C I I r 2' ROUND r I � TRIM (VERIFY IN FIELD) } SIDE VIEW FRONT VIEW I � I I � I \ n / i 000RBEL DTL. B SCALE, V . I'-0' X I R C N I T L C T i n GWol 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdealgngroup.eom AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8135M-2628 IlIt FAX: 813-886-2802 Summv. Ae LOT SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODELc 2795-CAMDEN GARAGE al/ING: RIGHT PAGE: FRONT & REAR ELEVATION 'Y' 150 MPH E B PRINT 20 11 18 DATE: � / SCALE: 1/4"=l'-O" SHEET A2F 5'-4' BFG. HGT. 0'-0' FIN. FLR 0'-S' GRA E N. � _ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT d0'-4' ERG. HGT. -_ IF] ❑ ❑ ❑ 0 i0 _-_-_-_-_-_---------_-_-_-----_-- 0'-O'FIN. FLR 0 -B' D (MIN.) 0 i0 LEFT ELEVATION TEXTURED FINISH GTOM V94M TO CE WALLOP PER MANPACTUIBER'a 6PECIPICATI" OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE vENT S S'-4' BF23. HGT. rOAM CAP ❑ a ❑ � F-1 e 0'-0' FIN. FLR r- RIGHT ELEVATION TEXTURED FINISH BTONE VENEER TO CE NISTALLED PER MANUPACTUIWLr 6 6PECPk;ATIt" of-4' ERG. HGT. A 8 C N I T E C T 8 6 Gro ,pLn 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M 0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-SM2802 BVHDIV. Z LOT: SILVERADO LOT# 9 BLK# 15 1pitojzcT# 03719.000-09151 moDEL 2795—CAMDEN GARAGE STIMG: RIGHT PAGE: LEFT & RIGHT ELEVATION "F" 150 H E B DATE. 11/18/20 DCALE: 1/4"=1'-0" 8HEET A3F ELECTRICAL LEGEND DESCRIPTION TANDARD SWITCH -WAY SWITCH -WAY SWITCH IMMER SWITCH BUTTON FNTEIMPTER/TAMPER LE RECEPTACLE (128v/20-AMP LE POLEDUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT RESISTANT TYPE) pIOV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) WATERPROONGICI :LE (GROUND FAULT 10V QUADPLEX RECEPTACLE I0V DUPLEX RECEPTACLE (FLOOR RECEPTACLE (4 WIRE JEA L MOUNTED LIGHT ING MOUNTED LIGHT CLG. LIGHT DENT LIGHT OD LIGHT L SCONCE PRE -WIRE �ENT FAN WITH LIGHT (I CFM PER-SQ. FT.) 13 BULB LIGHT FIXTURE 13 6 BULB LIGHT FIXTURE 8' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN QMDER CABINET LIGHT ] x4' FLUORESCENT LIGHT (RECESSED) ] 'x4' FLUORESCENT LIGHT (SURFACE I 12'x4' FLUORESCENT LIGHT (RECESSED) I RECESS LIGHT RECESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN BOX (WALL MOUNTED) BOX (CEILING MOUNTED) (LING MOUNTED FAN v`ENT FAN (I CPM PER SQ. FT.) MAONE JACK DETECTOR (CEILING MOUNTED) JACK S PORT 'ION OF TV JACKS 4 PHONE OUTLETS 4 FANS VERIFIED • HOMEOWNER ONSTRUCTION MEETING. 4 20 AMP BRANCH CIRCUITS TO BE ARC PROTECTED PER NEC 210.12(b) 2014 EDITION P DEDICATED LAUNDRY CIRCUIT. BLAND (NOT ON KITCHEN CIRCUIT) ASHER DISCONNECT TO BE LOCKOUT IN ZOOM EXHAUST FAN TO HAVE MIN. CAPACITY CW INTERMITTENT PER TABLE MIWA OF 'RY ROOM RECEPTACLE SHALL BE GROUND CIRCUIT-INTERUPPTER PROTECTION FOR 7NNEL ON FEEDERS) I METHOD SHALL BE NON METALLIC GABLE 2014 ARTICLE WVA(BX2) ECEPTACLE TO BE TAMPER -RESISTANT ]a:11G1RlaJ�E.�3�a.U(-ilk. -ilildY�-P.. --------------- ------- COVERED LANAI I PRE -WIRED r BEDROOM i j CLG PAN CAFE 9 OPT. Q FIXTURE I I WP — ------ / // PRE -WIRED CLG FAN -----------------\rtV �t// fit/ SD/CO I ---------I 4'-0. 1.4 4'-4, SD. O \ GFI GREAT ROOM20 to SE j i 0 M I BATH 1 v I aTE UI I PRE -WIRED CLG FAN � _ - I �j7}Ti-G(� \\ I \GFI I / I --- \ 1 KITCHEN L T"' MULTI-GEN I ------------- � GFI BEDROOM \ I I ROOM 1 j' LAUNDRY � j PRE -WILD — _ _ / l i CLG FAN i _ � I I 0 CLG PAN \ ------- BD.\ PR!-WIREIle I — — — — — — — — O SD. MULTI-GEN �\ LIVING BEDROOM 3//�' ROOM PRE / V\ \ -WIRED CLG FAN PRE -WIRED / I I -- L ----------------J GLGFAN I---- -- — I ---- I WHqp AFF. � I I Q 1 -— AFF. BOLLARD AS REQ. / I L — — — — j� ©- I �L FAER ELM/ I / WALL MOUNTED CODE I LIGHT W/SUNTGH IN ATTIC l / / 3—CAR GARAGE I (IL 1 1 PRE -WIRED / G)I \ FAN / ��p `-1��------"--_— CLG SD i \\ CLG. GFI OUTLETI CLG. GFI OUTLET I UP \ FOR OPT, I FOR OPT. I \GARAGE DOOR \\OPENER GARAGE DOOR I I , OPENER i P9. FOR \ I CHIMES \\\ GFI BEDROOM , IRRIGATION \ I OUTLET I \ ENTRY --------------------- ELECTRICAL PLANCOACH ------------------- SCALE: 1/4' - P-0' LIGHT WP Panel MAIN -A PANEL: BA6wp W.breakw VOLTAGE: 120/240V-1Ph WIN: 150 Amp M.C.S FEEDER: "I Cu TMNN & 1- 48 Cu (G) in 1 10 C. OR 3-#210 AL TMVN & 1. #6 Cu (G) In 1 1(2" C. RAn FaN aM r•-1 - Wr Cfmwt I I C—It I D-rn - -IF roN wln -2 1 m E?i•BwR NDFIr IUD 12N i N2 3 m -pllan Fumy 10m ] e e 4N0 2C.U.�1 m 2 NO 8 T B PANEL -A PANEL: 42 M. breaker VOLTAGE: 120/240V-1Ph MAIN: 150 Amp M.L.O. FEEDER: } #1 Cu THWN & 1- 06 Cu (G)In 1 V7 C. OR 3- #M AL THVi N & 1-#6 Cu (G) in 1 117 C. WM• 1•N #N b•e# Wr oY•-a CYwIt War wf Ion IS, row Wfn x12 + m 6mtl /, - tBm 1 I No0 R•-f m 2 N .12 1 m Mleror•A•JNf-0P1 1- a 4 n2 1 m 6--A-r-- IIN 3 1 46N N m 2 NO x12 1 m -w tem T e x12 1 m DNI ra •mp AFC( lIN a 10 120o Db -N OFI m 1 n2 .2 1 m Bxh OFIRK Nt fm0 11 12 im hwl-W, m 1 Hx M2 1 m F IIr/L AF. Imo 13 M eapo OFI m 2 -0 - 1 10 IAN. AFa 9r 10 1. B • tT 1. Im 'CFI m 1 #12 xN 1 15 SDIGO AFq 100 11 m tON o— DFI m 1 -2 M2 1 m a•a axaN/a-hrMq I- 21 m Imo D /Em-wu•arc Wa MG m 1 nx # • 2i 26 m 26 Bm Bm OwWIWAFQ Owmff�f AFq 11 to 1 .11 Spam 22 1No .BQM1vem n Dew ne.(A m .2 -3 9 a m a1 30 au taN I bn cabd4 # a m xl2 s • >a N u c 4a 2 36 e . 1— AI -I e RVA#eex 11m 31 39 30 .0 # B-• 4+ 4z B Laver D+v efm-a rtw a#auHl•m/tln Iwo 2— 1lotl nA •cl l•0•mMMtw c#Lul-b-/lm. a or U n#: ABBREVIATION!: AFC(: ARCFAIILTGRgaTIN1ERRUPTBR Na: NONCdNCIDENTLDAD a1Fb. GRMDFALLTINIBx MR TaMI-af 1+•arm.a �+w .1. FinIlmw-f-1— IOOm AtlN-40% 1]NO TN# AIC I -a I IBN f0'A ApMw LOAD CALCULATION IE BASED ON wC NON -COINCIDENT LOAD TN•1 Camct-Late wm. 3awo T•NIAm f/2-wef f2T.I Wrlwal LI DEn & Raea taela Loa& Ta#A/C9 r•- 2795 • 1 MB6W&1 at10D% 65 T" D-N- UV.a R•a - 5450 LED LIGHTING LED LIGHTING -- @ SINGLE LAV. @ SINGLE LAV. MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I � I I I — - - - - - - - - - - - I cA 1, e. N I I ® I • I I D D- I -- ------------ LED LIGHTING LED LIGHTING @ DOUBLE LAV. @ DOUBLE LAV. BEDROOM 2 AND 3 BATH BATH I PROVIDE 34/0 CU, THIW . 1% CU IN 2' CONDUIT OR 8 " AL, TWM . IY CU IN 2' CONDUIT OR 2AD AL SER (CONDUIT TO TEIV IINATE ABOVE SOPIT • OVERHANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. COMISINATION SERVICE Eo AMP DIPROMIECT 6WTCM AND O0/)40 VOLT GENERAL NOTES, M ELECTRIC METER N (PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA ME 0140,01111,11111111 QOImY W1TM ELECTRICAL PROVISIONS, OF TFE BIOSAiH PANEL EDITION (20Ma. LOCAL CODES, AND ALL LOCAL POSER OCI PANY MGIUIREMlNTO EOAl2P D. ALL CONDUCTORS SHALL ME TYPE TWWNM UN UNLESS NOTED OTMERWISE. METER SPRVK! TELEVISION FIELD ENTRANCE DNTIeAwr)E SPRIER! IBiTIFANICV SNIRVE VERIFY [wll�'uIT IL LOC. POWlR COMPANY TRANSPORP'ER MTCRDYPTCI'T EONDRaTf 71:If'IRL4L. AT LOW GRACE VOLTAG! OMACTIONS PROVIDE E0 AP", O0/140 V XT, I PHASE SECOND ELCCTRICAL SERVICE PROVIDE 5 9 CER OPP(CU) IN I-IR" DIA SCHEDULE SD PVC CONDUIT OR PROVID! ! M 2" DIA PROVIDED So I % CI SERVICE G DIM CONNECTED TO CONCRETE ENCASED POO7ER STEEL P'ER ELECTRICAL PROVISIONS OP T1 E PECK 6LM lDITION [20MA CON UIT U411L S TIMEPvc CONDUIT U4LVP6 SERVICE IS PROVIDED DY THE OPT ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/0" CIA X 8 FT LONG COPPER CLAD 001110UdD ROD COACH COMPANY r"OR TO DID. LIGHT A R C N I T R C T 8 6 Groin. 1441 N. RONALD REAGAN BLVO. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslg group.com AA P: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813.888.2802 �IYIYIII BVHDIV. eE LOT: SILVERADO LOT# 9 BLK 15 PROJECT* 03719.000-09151 MODEL, 2795—CAMDEN GARAGE OWING: RIGHT PAGE: ELECTRICAL PLAN 1W MPH EXP. B p2 11/18/zo DCALM: 1/4"=l'-O" SHEET E1 2020 m TC MAI PLUMBING PLAN SCALES 1/4 • I'-0' KITCHEN SINK W/ PLUMBING RISER 1/2' DEC INCNITICTN Groff IpLn 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mm AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.986.2628 FAX: 813886.2802 00 SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODEL• 2795-CAMDEN GARAGE 8MING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B DATE: 11/18/20 8CALE 1/4"-1'-0" P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA SOA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C 4WINEY 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 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATPOW16 SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TW EDITION (2011) MECHANICAL CODE SECTION 403, 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. '. ALL FIRE RATED CEILINGS AND WALLS SHALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 OBF IIO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING O C PLENUM T H AIR SUPPLY AIR HANDLER 1 EVAP. TRAY NOTE ALL 14VAC TO HAVE PROPER PANS W/ DRAINS ERIOR WALL RETURN SUCTION AND LIQUID REFRIGERANT LINES ERIOR WALL PVC CONDENSATE DRAIN LINE SLEEVE TO LINES BELOW SLAB LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) @BXI 1/4' SNT. MTL. SCREWS T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' OIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING .6. SEE SPEC. 1'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC INV. SEE ITE PLAN SITE pLgN OFLOOR SLAB CLEAN -OUT (TYPN) OEXT. GROUND CLEAN -OUT (TYPN )TS MECHANICAL PLAN SCALE, 1/4 • V-0' FEE DEI A III e x IT I e TO 6 Grouse 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdeslgngroup.com AA k: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.866-2828 FAX: 813866.2B02 gounDIV. ae TAT SILVERADO LOT# 9 BLK# 15 IPROJMCT# 03719.000— 09151 MODEL'. 2795-CAMDEN GAliAGE SWING: RIGHT PAGIC: MECHANICAL PLAN 150 MPH Ey B 2X4 TOP PLATE PER rom PRE -FAD TRU88 IR' cLGI. BOARD 1/2' DRYWALL I ST I�J61D• 0d O NAIL a SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN ib' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR T ' 4 r ��TYP. INT. WALL (NON- BRG. ) D1 SCALE. 3/4'.i'-m' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- e5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 4A PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' OVS WR6Y LN [eD. 2 GAS LINE THRU BLACK ecAu, w•.r.a FIBERGLASS SHINGLES OVER W FELT PAPER OR FISEMLASB SHINGLES SYNTHETIC PRODUCT, OVER FELT PAPER INSTALLEDSECTION FIBERGLASS SHINGLES ETIC OR SYNTHETIC RW5I.1 ON OBP. OVER W FELT PAPER PRODUCT, INSTALLED SHEATHING j'CDX OR SYNTHETIC PER SECTION R905.1.1 UR PLYWOOD SECURED PER PRODUCT, INSTALLED ON OSB. SHEATHING FASTENER SCHEDULE PER SECTION R905.LI OR }' CDX PLYWOOD ON a' O.S.B. SHEATHING 5/8' GYPBWM BOARD SECURED PER OR }' COX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE STRUCTURAL 2x FASGA PER ELEVATIONS F'!E- TRIES SEE ENERGY CODE FORMS FI INSULATION R-VALUES PRE-� VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG• GABLE TRUSS MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE WEEP SCREED 2x FASCIA PER TYP, 2x FASCIA PER ELEVATIONS O.H. ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS ATTACHMENT AS PER MANUFACTURES �WINDOW SPECIFICATIONS REFERENCE ATM ATM V'T1 I@AI Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLD 1/2' THICK, 2 COAT PORTLD e' CMu CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRY DIRECTLY TO MASONRY WOOD BABE 0'-0' FIN. FLR _ _ J� 0'-0' FIN. FLR a. a .. a 4' n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/a'.I'-0' IS REQUIRED. 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 6151 I'-0' TYP. O.H. 47' n4lCK 2 COAT - PLAWM APPLIID D11411mY TO MASONRY STOL Rea 00MM MPAD S' cm lee STIUCTum. FOR I@RI'OIK'�T 2.6 P.T. uD ATTACW0 TO RLL CSLL AS PM APPROVAL REQ MMANT 1 Roo sacxeR uKATNm STRIP MOLLDND ALL Awo m (W DOOR MAN d —MY mmRAO Dose mY oT Roa•I 3 GARAGE DOOR JAMBS D1 SCALE:II/2'=I'-0' 2X4 OFF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKNG BETWEEN TRUSSES FIBERGLAS8 SHMLES OVER FTFELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' OS.B. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER �-- 0 FASTENER SCHEDULE PRE-ENG WD.TRUSS TYP. O.N. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RIN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-PMGABLE TRUSS PER ELEVATION WEEP SCREED \ 5/8' GYPSUM BOARD OR 1/2 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WIND INSULATION DIRECTLY D CIn' THICK 2 EMENT A WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PLASTER APPLIED REFERENCE STRUCTURAL Ix2 P.T. FURRING 1� m / STRIPS • 24' O.C. E�Y in, GYP. WL. BD. CMU WOOD BASE 1/2' THICK, 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLmo Z e a a _ J, 0'-0' FIN. FLR 8' Cm � a < M W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING K5"�1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' D� A 11 C N I T L C T 8 GrMo LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W W W.Bbdeslgngroup.eom AA 8: 0003325 d DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813486-2626 FAX: 813488-2802 >aUBDM Al L.OT SiLVERADO LOT# 9 BLK# 15 PROJECT* 03719.000— 09151 MODEL: 2795-CAMDEN GARAGE 1 WING: RIGHT PAGE: DETAILS 15 M H EIA B PRINT DATIM 11/18/20 rlCAL.E: 1/4"=1'—O" fillim T D1 1s213 2X& P.T. • CENTER OF DOOR HEADER SECURED UV (D V2' X S,' J-DOLT UV W MSL EMBEDMENT UV 2' X 2' X VS' Yl4SFER t HUT OR ut (:) V2' X S' ANCHOR DOLTS Wv 2'X2'XV8'""R t NUT 6 D SECURE 2.4 CH ® PLAT TO ELK R 6 YV MASONRT NAILS. 2X GARAGE DOOR DUCK SECURED © UV (b) W' X S' J-BOLT OR ANCHOR DOLTS. UV 4- MIN EMMEOMENT, UV I- X 2' X VS,' WASHER 4 NUT. (I) UTHN S' OF TOP, (1) WIWN v OF THE BTM. (1) EVENLY SPACED. U] N NOTES, ALL ANCHORS, SHALL BE N ACCORDANCE TO MANUFACTURERS NSTALLATICN INSTRUCTIONS UiERE e,ry eMTpilGTl�,le eNE FINE eTonrrwr GARAGE DOOR 1 BUCK ATTACHMENT tCAW V)'•M1 8' CMU JY DRYWALL I'X4' OR 1'X2' P.T. NAILER Ix4 P.T. OR % X4' MIN. SECURE T14RU FRAME t EXTEND I-Y4 INTO BLOCK W/ Y*' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END t 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A WINDOW TO BLACK +3/4 OR +5/4 SCALE, N.T.S. 2X4:m SECURE TO BLOCK UY 2Xr' TAPCONS OR (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2Xbem SECURE TO BLOCK W/A-Y.' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 OF EACH END t 18' O.G. MAX SPACING. 2X8,m I'X SEA MIN. EMBEDMENT I Y4) � MIN. EMBEDMENT I Y4) g• �. ❑ �STO BLOCK W/2-�' (MIN. BNANK SIZE .145 MIN. HEAD SIZE 300 D WITHIN 8' OF EACH END t MIA�NUF WITHIN V CMU DRYWALL 4' OR PX2' P.T. NAILER OOR CASING OOR JAMB OR WINDOW AC14 TO 2X PER ACTURES DETAILS. 18 OG. MAX SPACING. --1A NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +1-1 2' n WINDOW TO BLACK E: N.T.5. 2X4mm SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEASO BLOCK W/J-Yo'-STRUCTURAL 16' (MIN. SHANK SIZE .145 TAPCON MIN. MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Yi) CMU UTALL WITHIN 8' OF EACH END 4 I8' O.C. MAX SPACING. El'' DRYX4' OR I•X2' P.T. NAILER 2X8:® SECURE TO BLOCK Wn-%, PtA ' OsB. X 4' MIN, TAPCONS DORASING(MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 OORJAMB OR WINOW MIN. EMBEDMENT 1 Y4') TACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BIACK +1-15 If i1 1VIND0II TO BLOCK +1-15/ 8 " SCALE: N.T.S. 2X4:m 2X4mm SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEASO BLOCK W/J-Yo'-STRUCTURAL 16' (MIN. SHANK SIZE .145 TAPCON MIN. MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Yi) CMU UTALL WITHIN 8' OF EACH END 4 I8' O.C. MAX SPACING. El'' DRYX4' OR I•X2' P.T. NAILER 2X8:® SECURE TO BLOCK Wn-%, PtA ' OsB. X 4' MIN, TAPCONS DORASING(MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 OORJAMB OR WINOW MIN. EMBEDMENT 1 Y4') TACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BIACK +1-15 If i1 1VIND0II TO BLOCK +1-15/ 8 " SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ V*' TAPC0NS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL Il(r' TAPCONS, TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) B. cm WITHIN 8' OF EACH END t jS• DRYWALL DRYWALL ID' OTC. MAX SPACING. 2X8m 2' I'X4' OR I-XP.T. NAILER SECURE TO BLOCK W/2-W6' rOOOR CASING TAPCONS (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDA') DOOR JAMB TO BLACK +2 ��4" in1 ALNDOR TO BI))CK +2 1/4" " SCALE: N. . 2X44e SECURE TO BLOCK W/ V*- TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) HIN OF EACH END t NOTE: STRUCTURAL 2X IV O .C. MAX SPACING. 8' O MUST MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE t0 BLOCK W/2-31(A'NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4 (MRSHANK SIZE .145 (MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • qMU MIN. EMBEDMENT I Y49 JS• DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. ❑ 'X4' OR 1'X2' P.T. NAILER 2XOcw SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ,lolM tw1 M p� Te Pllp� WN Teo,tlr O®li'1 DOOR JAMB TO BLACK +3" rvl\ WINDOW TO BIACK +3' SCALE,KTA. 2X4m SEA�SO BLOCK W/ �(p' (MIN. SHANK SIZE J4b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL 114' TAPCONB(MIR SHANK SIZE TAPCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 11,9 VOF EACH END t 8, CMU DRYWALL , DRYWALL 16' O.C. MAX SPACING. m 2X8, "'A, OR I'X2- P.T. NAILER ❑ SECURE TO BLOCK W/2-ya 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE BTIRU .TURAL MEMBER 145 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t b' TO B' OG. MAX MIN. EMBEDMENT I Y4J OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 10' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" KHME TO BLACK +3" E, T . 2X4= SECURE TO BLOCK UW4' TAPCCNS(MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 18. O.C. MAX SPACING. SECURED THROUGH 2X6,P20 NON-STRUCTURAL' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MIK SHANK SIZE EMBEDMENT INTO BLOCK. 14b MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END 4 16' Or- MAX SPACING. X4' OR I'k2' P.T. NAILER 2XBm D SECURE TO BLOCK WA-1/4' 36' 0.8Jb. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN B' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3-7/16" - WINDOW TO BLACK +3-7 18" E, N.T.S. 2X44B SECURE TO BLOCK W/Y4 TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST dE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL W6- TAPCONS TAPC0N MIN. i-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END t JS' DRYWALL 18' O.G. MAX SPACING. ElI'X4' OR PX2' P.T. NAILER DE 2X8>:J SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS 11-1 OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN B' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BIDCK +3 3/l" 1TD W TO BLOCK +3 3 4' H -:,,SCAL , L . F-A N C N I T E C T 1111 Group c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoWgngroup.com AA #: 0003326 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813.888.2602 aUBDIV. at TAT: SILVERADO LOT# 9 BLK# 15 P1iOJECTAt 03719.000-09151 MOD=. 2795-CAMDEN GALIIIAGE OWING: RIGHT PAGE: DETAILS %150 AH E DATE'. 11/18/20 OCAI,,E: 1/4"=1'-O" B*MET D2 PRODUCT 6 APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. W000 CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS &DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-115 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 FLk15353-R4 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FLti15353-R4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOORw/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 30758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL35216.1-R7 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2071FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 30477.1-RS LAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 rA RC N ITlCTl-1 Grou��. 1441 N. RONALD REAGAN BLVD. LONQWOOD, FL 32750 PH: 407-7746078 FAX: 407.774.4078 www.abdestgn8roup.com � AA k: 0003325 , IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 Z8194188.2828 813486-2802 onumn SV1?IDIV. ✓k LOTil SILVERADO LOT# 9 BLK 15 PROJIDCTtp 03719.000-09151 xoaa7. 2795-CAMDEN GARAGE >SQI]Nd: RIGHT PAGE: PRODUCT APPROVAL LI TING 150 EXP. H D wTE 11/18/20 BIiEET D3 FTEFOPVMD CONTROL JOINT'S FLANGE OF C24TOWL JOINTS Td BE UARED TIED TO LATH • l' = MAX (VERTA NO¢i 00 NOT FASTEN CONTROL JOINT TO Uw.L EVEN IF STUD EXISTS BEYONID EXCEPT STAPLES UV LEG MAY W USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION -\ PASTENERS TO BE 6PAC • 1' OD. MAX VERTICALLY / PLASTERS COAT CEMENT �IUM LAYER 4, PORTIFIBER r BUR.DMG PAPER APPROVED METAL LATH FASTENED 01, (VERTJ OZ. MAX AT SIETORfS UM LAYER 9, Ill URA!" WOOD 614EAT14MG WOMIMM 0 LATH SHALL BE CONTINUOUS THROUGH OON JOINTS BUT 64 Be STOPPED AN TIED AT EAC44 SIDE. PER ASTM CI06S PROVIDE 2X4 #LOCKING 11014 PLACED PLAT MAX 6' TO S' \ FROM coNMMeDL Jt2Mr uMB•4 SIML \ L FASTENERS FOR LATH TO BE NAILS O / CONTROL JOINT FALLS ON � 67�� °^� STAKESIN OCIMPR � STAL.IANCE UV ASTM CW63 2. WRE TIES TO BE IINO. IS) 410416' WIRE 3. BLOCKING SNOW MAY BE IN ADDIT1py \ TO WALL STUDS ISEO)IRED PER PLAN / OL FOLD NIIAIC . PT. A OL FOLD 611AMW PT. A 2. COWAIN . FT. l 1 CRHYI . Pr. C, OLP"MIND. Pr.A L COWAN . FT.8 POLO w ® L FOLD INYYp . PL A 2. CPSAM . M. D 1 CLAY . Pr. C . FVLD Pr. C Orly PT. 6 TILL Pr. C TOIIC ft IIIOTTaI R.ANY (31 AR Y IOTTar R'l0111 W'MU TENT YAL. POLO, QQ IIl2I= Wm LAYER M), FORTFIBER EUILDING PAPER (ROAl GWY) WAB LATER 9, STUCCO u111AP0RaNW a<n Nam, APPROVED BUILDING uAVAP SHALL BE LAPPED A MINIMUM OF 4•x4' K9.P-ADHERING MA37BR.4PE L 6' • VERTICAL LAPS (ROLL FLASHING, (COMIPATIBLE UV HIO)6E 7\ ENDS) H 6' • HORIZONTAL LAP6. WRAP MATERIAL) OVER ALL SEAMS NEED TO BC TAPED LATH VERTICAL LAP TO W V APPROVED HOUSE URAP. WITH FORTIBER SHEATHING TAPE PLASHING TO EXTEND ONTO PIPE / I`OR LESS PIPE / \ PENETRATION // 1•MM LM.T2rTAL LAM \\ bC X X X I X X X CUT MID OVERLAP ONE SIDE OP / 1 METAL LATH SELF -ADHERING MEMIDRANE -J PLA04M STEP 41 UA® LAYER'L I THICK, S COAT CEMENT STUCCO WRAP PLASTER v lyrt4 T METAL LATH UM LAYER R, FORTFEER \ �FROIITFIBER/ BWLDa1G PAPER IUR6 LAYER It. \ / STUCCO WRAP I INSTALL FASTENERS (CLIPS. (- WOOD BREATHING PIPRF./�UARE TO STAPLES) FR �R I RE(E/'NU TO SECURE l ER LAP 2 SCALE, IIR•.1'-0' ® KICKOUT DETAIL nw u A' I.AP. Ovll ALL LAP 8LAPS OF METAL PLASTER BASED SHALL BE SECURED TO PRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 61J1-PORT6 WITH 004111i-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-MPU. AS PER ASTM CID63 11.L POOR REPAIR OF TEARS IN UM LAYERS, TEARS MAY BE PATCHED UM40LM YIR,AP TAPE PER MMEF. SPEC. OR PEEL 2 STICK �I ROOF WTAlL PLAewlw (Yl ' eF' � 8 "hills, Thaw SwAl. (IYIO an IIHSTALL,orJSOLOW - R.A0j AT EOrTaT OF MOP IwreRYer4eNe SHEATHING STUCCO . LAT . PAMM WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER r200PAVAi I SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 65tW SELF -ADHERING ME!"111111RANE FLASHING (COMPATIBLE W/ HOUSE URAP MATERIAL) OVER 4'x4• SELF-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE IIR.AP. PLASHAAG TO EXTEND ONTO PIPE GUT AND OVERLAP ONE 610E OF STEP �2 SELF -ADHERING MEMBRANE RLAOMM URS LAYER M. STUCCO URAP 101111111 LAYER 9, FORrFISER BUILOMG PAPER METAL LATH 6'xi'6ELF-ADHEMNS MEMBRANE PLASHING OVER 4'x4' SELF -ADHERING MEMBRANE BRAA•E PLASHING OVER APPROVED HOUSE URAP. PLASHING TO EXTEND ONTO PIPE 4'x4' 6ELF-ADHERNG MEMBRANE PLA614MG OVER APPROVED NOUSE UAW. PLASING TO EMEND ONTO PIPE VI' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSE~ AIR WRLTRATICN BARRIER OVER SHEATHING ELASTOMEMC COATING OVER STUCCO/ C.V. FIN16H (SEE TYP IIIALL SECTION) SECTION PER SECTION R 7 Exterior oftPaeYAc shall o use of th the a cement plaster snail Comply voih Sia a C 926bn regWremenls or ASTM C 92612A. Installation or exterior lathing and training shall comply Win ASTM C 1 a63-I2A. LEGEND DRAINAGE PLANE (WR5 LATER *1, STUCCO IURAP) WR5 LAYER 02 (FORTIFIBER - --- BUILDING PAPER) METAL LATH x—x—x—x STUCCO •mow - ► %//////////// SELF-ADHE511/E FLASHING - - - - - NOTE - METAL LATH: LATH TO 5E PER SECTION R703,11 / A5TM C-547-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I A S C N I T E C T S 6 GrouoL 1.441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.774.4078 www.abdosigngroup.com ` AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813886.2802 91111111N8 SVHDIV. do IAOT: SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000— 09151 MODEL' 2795-CAMDEN GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 H EXP B DIN 11/18, SHEET WA1 BACKER ROD BACKER ROD WRB LAYER 1, STUCCO WRAP INSTALL V SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGx1ENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, CAULKING * JOINT ALL AROUND PER SECTION R703.7 Exterior W Nno wid Pintarin0 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. .I HOODED VENT ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER R, POWIFIBER BUILDING PAPER WOOD - CONSTUCTION --METAL LATH e' CMU VINYL CASING BEAD 6' RAISED BAND aIEEP SCREED :. 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING 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 SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-841-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROLIf H — WALL V SELF ADHESIVE FLASHING (INSTALI PER MANUF. SPECI BUILDING PAPER UNDER 'QUICK FL< A VENT PENETRATION SCALE, ISMS. ELEC. METEF VERIFY LO '27 iv rccc.clvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK 3 COAT CEMENT lb' TO 7G' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER 7, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW —ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWAE NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAf EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "'"' 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER (PC Mf GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER I2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX V TO )V MID -WALL 11awa ADHESIVE PLA6HMG, CLEAN MASONRY BEFORE APPLYS HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 8' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPRDVED WRB LAYER STEP #1 STEP #2 LAYER 01, STUCCO STUCCO WRAP STEP #3 APPLY 6(d MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP r�MEMBRANE FLASHING WIC LAYER "2, FORTIF15ER BUILDING PAPER STEP #4 /&METALLATH ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) STEP 05 STEP #(o OELECTRICAL RECEPTACLE A R C N I T E C T• Grou0LLr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407.774-4078 www.abdesigngroup.com AA C 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2626 FAX: 813686- 8 �IlNlnlll 1PROjwCT# V9DIV. ae LOT:SILVERADO LOT# 9 BLK 15 03719,000-09151 MODEL. 2795—CAMDEN GARAGE SMNO: RIGHT PARSE: WALL ASSEMBLY DETAILS 150 MPH E . H It DAMCT TE.' 11/18/20 SCALE: 1/4"=1'—O" SHE�dd E�TT A2 IF WOOD SHEATHING EXT. WOOD FRR WALD COLUMN SHEATHING A E C N I T E C T• WRB LAYER "I, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER'S WOOD WRB LAYER'2, FORTIFIBER FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. WEATHER RESISTIVE CONSTRUCTION BUILDING PAPER PRE'ENCs1D TRLBS PEEL 4 STICK) METAL DRIP EDGE BARRIER 4 SET IN FULL OF IY4 HAT CHANNEL ]' THICK, 3 COAT CEMENT WEATHER RESISTIVE ' SEA AN K' HIND 6' SAF. Wl4K' TYPE 'X' DRYWALL PLASTER BARRIER I 6' PEEL 4 SPACE FROM DRIPX�j 6' SAP. • TOP OF WEEP SCREED WEATHER RESISTIVE STICK •DRIP FACE TO TREX PEEL 4 STI\CIC_ EmsI n TO SHEATHING BEHIND WEEP SCREED BARRIER a y, DECK TO FULLY EMBEDDED NGA Group Lm `� 4' POSITIVE DRAM ]' THICK, 3 COAT CEMENY V RIES IN RooF CEMENT WOOD SHEATHING name ev.eeen PLASTER ///RONALD METAL LATH •� Y1 GAP FOR BACKER ETAL DRIP EEDG@LV 1441 N. GWOOD, FL 3275GAN BLVD. WRB LAYER'S, LONGW07-7 4- 0 750 i `� ROD 4 SEALANT SET IN FULL BED OF STUCCO WRAP - `� WOOD SHEATHING 1 K'XI 3)i P.T. OR SIMULATED Yi GAT FOR BACKER SEALANT, K' MIN. ]' THICK, 3 COAT CEMENT ' �� WOOD (TREX) FILLER VINYL CASING BEAD SPACE FROM DRIP PH: 407- 74-" 8 / ROD 4 SEALANT FAX: 407-7744078 PLASTER , _ �� CONTINUOUS ' FACE TO TREX WEATHER RESISTIVE WAA#: 003325.com b' SELF-ADHERENG vINYL CASING BEAD BARRIER M �. �� WRAPPED WATER PROOFING lot WEATHER RESISTIVE AA A:0003325 i . . LAYER (2 LAYER PEEL 4 BARRIER h •TOP OF WEEP SCREED —EXTERIOR GRADE WEATHER RESISTIVE DRY WALL STICK) WRAPPED FROM BARRIER 4 DRAFTING BY: TO SHEATHING BELOW WEATHER RESISTIVE WATER PROOFING Im BALCONY DECK TO BARRIER 42 LAYER (2 LAYER PEEL EXTERIOR COLUMN A.B. DESIGN GROUP i WRB LAYER'I, ]' THICK, 3 COAT CEMENT CANTILEVER "'M1°"'"'�'^' 4 STICK) :"enw COLUMN SHEATHING DRAFTING INC. STUCCO WRAP 4' POSITIVE DRAM PLASTER b' PEEL 4 STICK • 5439 BEAUMONT CENTER BLVD. WEEP SCREED VINYL CORDER BEAD DECK MEMBRANE, DRIP EDGE TO DECK PEEL 4 STICK 4'� S"�' TAMPA, FLORIDA 33634 �'- - - EXTEND OVER DRIP SUITE 1004 • WRB LAYER R, FORTIFIBERVINYL CASING BEAD EDGE I J6'x3' 'L' FLASHING BUILDING PAPER NO GAP IN FIELD SUB FLOOR CBHIGVN FOR CLARIFICATION OF ®® FULLY EMBEDDED IN PH: 813$8&2628 r{t I 3' X 3' 26 GA. GALV. SUB FLOOR FAX: 813$88-2802 SEPARATE ACCESSORIES ONLY) - METAL DRIP EDGE ® ROOF CEMENT 6' SELF-ADHEREING GET IN FULL BED OF I ' X 3. 26 GA GALV. FLASHING WRAPPED I K'XI V4 GE STUCCO WRAP P.T. OR SIMULATE SEALANT, K' MM. METAL DRIP ED WRB LAYER ; WOOD (TREX) FILLER SPACE FROM DRIP SET IN FULL 15ED OF CONTINUOUS FACE TO TREX - CORNER OF CANTILEVER I K'XI K' P.T. OR 81MULATED �v 4• POSITIVE DRAIN WOOD lTREX) FILLER SEALANT, K' MIN. AMICO AM66-WFWC-1607 11zWEEP SCREED Yi GAP FOR BACKS VINYL CASING BEAD CONTINUOUS CUSTOM BEAD SPACE FROM DRIP �"v"'' ROD 4 SEALANT WATER PROOFING bt FACE TO TREX ------- FINISH FINISH LAYER l2 LAYER LAYER (2 LAYER PEEL 4 Yi GAP FOR SEALANT VINYL CASING BEAD PEEL 4 STICK) STICK) WRAPPED FROM OPT. BACKER ROD. WATER PROOFING 14t NO GAP IN FIELD @,A� LE VE R D RIP 3/4 RESILIENT BALCONY DECK TO MODIFIED am Bq� (WRAPPE2 LAYER PEEL 4 (SHOWN FOR CLARIFICATION OF HAT CHANNEL CANTILEVER 3/4 RESILIENT SEPARATE ACCESSORIES ONLY) EDGE ��THI9 COAT CEMENT vINYLTCASNG eEdD D°LO°"Y DECK TO CANTILEVER CASING BEAD METAL LATH ]' THICK, 3 COAT CEMENT 10A DTL. ®_CANT. LEGEND 5/8' TYPED DRYWALL WOOD SHEATHING PLASTER W/TEXTURED 4 PAINTED WEATHER RESISTIVE 5/6• TYPE 'X' DRYWALL METAL LATH SCALE, 1 1/2'-P-®' FINISH BARRIER 'I W/TEXTURED 4 PAINTED WEATHER RESISTIVE FNIS14 WOOD SHEATHING ]�T�� 3 COAT CEMENT BARRIER 4 DRAINAGE PLANE (WRB 4' POSITIVE DRAM 4' POSITIVE DRAIN ]' THICK, 3 GOAT CEMENT MYL CORNER BEAD ��op a�reecn PLASTER VEEP SCREED NOTE: V AP IN FIELD LAYER "I, STUCCO WRAP) VINYL CASING BEAD I GAP N FIELD VINYL CORDER BEAD (SHOWN FOR CLARIFICATION OF �I METAL LATH: LATH TO BE PER SECTION SEPARATE ACCESSORIES ONLY lSHd161 FOR CLARIFICATION OF VINYL CASING BEAD R1031.1 / ASTM C-84l-09, MIN. 2.r✓- LBS. WRB LAYER #2 (FORTIFIBER —' —' —' —' — SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x 11 EDGE INSTALLATION 11C EDGE INSTALLATION @ COLUMN (W/"L" FLASHING, SCALE: NT8 WOOD CONSTRUCTION STUCCO WOOD SHEATHINA5Fe B,ARRIER�9ISTIVE WOOD SHEATHING 2x FRAMING MEMBER WEATHER WRB LAYER'I,IRESILIENT WEATHER RESISTIVESTUCCO UJRAPAT CHANNEL BARRIER 4 THICK, 3 COAT CEMENT WOOD SHEATHING SELF-ADHESIVE FLASHING IF PLASTERVINYL GdSMG BEdD WRB LAYER •1, ]' THICK. 3 COAT CEMENT BUILDING PAPER ` .g PLASTER 2 1/2' CORNER BEAD FASTENEDER ...yyy 5/8' TYPE 'X' DRYWALL METAL LATH TO SHEATHING i ISTU COYI.URAP : ,; W/TEXTURED 4 PANTED WOOD SHEATHING• c"" ®1' O.G. MAX. METAL LATH :I ; FINISH OVHDIV de LOT: ]' THICK 3 COAT CEMENT (2) 2x12 HEADER P - ' THICK, 3 COAT CEMENT + WRB LAYER 02, FORTIFIBER PLASTER SILVERADO PLASTER T# 9 ' WRB LAYER "I, 6'SELF-ADHERING DING PAPER LOLOAL LATH B 15 VINYL CORNER BEAD 4' POSITIVE BRAN STUCCO WRAP FLASHING F nee or�em WOOD SHEATHING (EXPLODED J' THIGtC 3 GOAT CEMENT PROJ9.000 VINYL CASING BEAD NO GAP N FIELD IEW FOR PLASTER 0371.000-09151 (SHOWNFOR avY) METAL LATH DRIP GAP ' CLARITY) 2795 CAMDEN GARAGE OWING: 11D DRIP EDGE WRB LAYER 02, FORTIF15ER RIGHT INSTALLATION BUILDING PAPER WINDOW FLANGE PAGE WALL w� L R 01, ASSEMBLY WOODCONSTRUCITON 14-A CORNER BEAD Ca? FRAME S "'R`'P DETAILS WEATHER RESISTIVE , BARRIER -1 2�` 'k CORNER BEAD WRB LAYER P2, FORTIFIBER ., 150 H E H WEATHER RESISTIVE (FASTENER 4 SPACING B I' O.C.) BUILDING PAPER BARRIER 42 METAL LATH VINYL CASING BEAD i-` F. ]' THICK 3 COAT CEMENT N l i : cif .. SING TYPE 'X' DRYWALL METALPLASLATH ATH PASTE 3 GOAT CEMENT ; y'�. k C •.O . PLASTER , W TES RED 4 PAINTED � SHEATHING; 6'SELF-ADHERING ' ` ]' THICK, 3 COAT CEMENT HEADER/BEAM CMU FLASHING PLASTER • G ;�fD # VINYL CORNER BEAD VINYL CORD. 4' S/S' THICK, 3 COAT CEMENT DRIP CAP A. NO , POSITIVE �DRAIN PLASTER APPLIED -- DIRECTLY TO MASONRY WINDOW FLANGE p�NT 11 18 20 VINYL CASING BEAD NO GAP IN FIELD DATE: (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14- B CORNER BEAD C� BLOCK 15 B CASING BEAD ® WINDOW SCALE: 1/4"=1'-0� @MIP EDGE INSTALLATION (FRAME, NO BANDS WOOD SHEATHING —� WRB LAYER M, STUCCO WRAP —� r WRB LAYER n, FORTIFIBER BUILDING PAPER —� METAL LATH N1 i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIP15ER BUILDING PAPER M METAL LATH ,,SEXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER M, STUCCO WRAP 4' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER 10 STUCCO TO SIDING TRANSITION SIDING i. STUCCO J'THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP \— CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 ��UADO) VINYL ANGLED " WOOD CONSTRICTION �— BEYOND CASING BEAD : 12, .. UEA1"It RESISTIVE GOTI wRB LAYER FORiIFIBER � NSARlIER a BUILDING PAPER - LLEATUER RESISTIVE /�/ LATH ?.' i BARRIER e2 i/ / \ METAL . j x T Yi LAP SIDNG • ��'�' / e, ��-�R ,• I PLAIT THICK, 3 COAT CEMENT I, +e ' Reanla j0 PLASTER '; a4D < � � WEATHER -1 IVE 6TA rFA STRIP D2I�E81STIVE &'SELF -ADHERING \\\ FLASHING M ;� i I ISI�+G epFLASHING GALV'D METAL Gavt FETAL r PLAeHIIG DRIP CAP .z. FLASHING opt I Y.� x a• Amex elan WINDOW FLANGE CASING BEAD ® WINDOW 15 C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER el, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) 'DOD TRIM FEiMBER - EAQ / \ TTEEpp / UI�OD6GAP RMIMEMBER 1 OR APPROVEIISE�T SIDING TO STUCCO ® BLOCK TO FRAME 19A TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-84-1-013, MIN. 2B LBS, WOOD 5HEATHING PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME 2X FRAMING MEMBER WRB LA I ER 01, �� TIBlCTION `• SELP-ADHIERN6 PLASHING STUCCO UJRAP MREe � I LLEAllem RESISTIVE BARRIER M TO LAP I�IP.SISTIVH // FZ 1.�ABO TOP BARRIER UJRB LAYER 02, F-ORTIF15ER �f:�A;AL °"'G BU I L D I NCB PAPER 6• W_LF-ADHERING , I DER M4RSISTIVM PLASHING �\ '` _ / ITNER MSISTIVE ISA METAL LATH STARTER STRIP / \� \\� OR I G FETAL I 2' PLASHING THICK, 3 COAT CEMENTGAL on PLASTER �� W FLASHING /'' ER TtYE BARRIER -1 TO LAP CASING BEAD C9) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = l' - O' B b r' MIL ABOVE TOP L XD O•Z' FLASHING E-Z BEAD bn CASING X •' &IMULATED (lUvw FLEXIBLE PVC \ / , YpOD TRIM MEMBER BACKER ROD) \ / I ' "LP -ADHERING 0' HERNG \ I I I PLAlIHNG FL M • TNI 3 EOLAP `\F}^I� AULKJI TER OR APROVED 69A DATN RRE 91eTIVE ARId818TIVEORIIE WEATHER RESISTIVE c-Z BEm VINYL CA CARRIER 4 ! �REX�MOE PNC SIDING TO STUCCO -A"R REeIeTIvE ® FRAME TO FRAME BARRIER a 9 TRANSITION i }' THICK, 3 COAT CEMENT PLASTER METAL LATH i WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/3YB' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' 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 WRB LAYER 02, FORTIFOER BUILDING PAPER I WINDOW FRAME WOOD SHEATHING i i I i 1 WRB LAYER 01, STUCCO WRAP I I &' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE j E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN Ji FLANGE 4 BUILDING WRAP BUILDING WRAP r E BEAD WINDU W CASING LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — p 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.mm AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 813486-2802 aVHDIV. a LOT: SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODffiL 2795—CAMDEN GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH E H PI 11/1820 "1—O9CALE: 1/4"=' MET CUT HOLISM AT 49' ANSI. 1'1001FIED 'I - IN HOUSE¢RI APPROVED NOUGW~ OVER 61EATHM OVER WRD STUD WALL STEP 1 INSTALL G- SELF-ADFERNG R-AGMINIS OVER NAILING FLANGE JAM56 EMEND FLAMING MN P BELOW MLA \7/` FLEXIBLE R-ASNNG DO NOT GEAL BOTTOM FIN STEP 6 TEMPORAMLY POLO -UP 4 GEC MOUSEWiA.P (Cl TUCK FLAP UND at HEAD POW HOUGEIN IN AT JAMBS 4 SLOPE SILL R INSTALL S' SELF-ADHERMG FLAGHM OVER VMTL NEAR FLASHING (BTN END DAMS) NAILING PLaNW EXTEND SELP-AOHERING PLAGHINS )'MIN BEYOND JAMB I4.AGNSCs INSTALL VINYL DRIP CAP STEP 7 ALIGN PLASHING WV W. EDGE OF GILL RO. MECI-MICALLY FASTEN FANNED EDGED, (CAP NAILS, STAPLES) INSTALL DUPONT PLEXIAW AS TM PLASHM6 AT THS POLD HOUSED~ DOWN a TAPE DIAGONAL CUT 1 ACROGG WRAP OF WINDOW iPM-Y %, WNTIN OW :F GRALAN *1BS ANC 1PPLY TO A DOU NA 'RE-PUNSLANCE IN WOLES OR INSTALL *'WIDE ADHESIVE BACKED FLEW" PLASNM MATERIAL OVER DRIP GAP JOINT (PROTWTO-ARM BT-10XL a EOGV) STEP 8 '``� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS i G FIT IT IS THE CONTACTORS RESPONSIDILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCL DNG FIOWEWA60P WALAMS 4 SELP-ADHERNS KAGHING MATEItlAL4 USED C%VtM COWSTR JOTUX . INSTALL ALL MATERIALS PER "41FACIISEIM WFUTTEN SPEOFIGATIOFN W0WbWL SEALANTS MAY REACT ADVERSELY F NOT COVATIBILL E N AND REAL JAMB TO BILL JOINTS WITH I G IMS FOLLOWI COMPLETION OF XTERIOR RETROFIT WORK REPAJR SCHEME SHOW SHALL BE IMPLEMENTED AT ALL WMIDOUJS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING REAL INTERIOR PERIMETER of WINDOIU WITH eEALANr A R c N I T e c T: Grouo 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 www.abdesigngroup.eom AA G: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: SSSS86-2828 FAX: 813$86.2802 �IIIIAIII SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODEM 2795-CAMDEN GARAGE SWING: RIGHT PROM WALL ASSEMBLY DETAILS: WINDOW FLASH G 150 MPH IM H PRXNT DATE, 11/18/20 SCALE: 1/471'-O" SHEET WA5 - 2XI& SUB-BANb i / W/I'x4' NOTCH -- ------------- - -- END, WRAPPED IN. % PEEL 4 STICK METAL FASCIA WRAP 1' DRIP EDGE I\ ---------------- --1; i 't/S' a TEXTURED \\ j FINISH o WOOD i 2X6 sue LAND "\ 1/2' TEXTURED \ FINISH a CMU \\ I \ V METAL FASCIA \ < WRAP Ye' FROM \\ © PLAN B STUCCO, I' FROM \ ; WOOD WALL \ \ a \�. b N ---EXTERIOR WALL (FRAME OR CMU) \ \ \\\ �. NOTE NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED .\ \\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) TEXTURED FINISH +� WOOD, 1/2' TEXTURED FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH +• END, WRAPPED IN PEEL 4 STICK ®E L E V,a'T 1 ON Ml METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL ®PLAN A 1/8' TEXTURED FINISH • WOOD, LQ' TEXTURED FINISH • CMU METAL LATH UM LAYER 01, STUCCO WRAP(PRAME ONLY) UM LAYER'4, FORTIF15ER DUILDINCs PAPER (FRAME ONLY) ROOPING CEMENT DRIP EDGE METAL KICK OUT PRE -ENG'D TRUSS TO BE CUT tv WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C9) WALL SUB BAND DETAIL ® WALL W/KICK—OUT AME OR CMU LT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/15'x4' NOTCH O END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ys' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/05'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FAOP 1441 N. KUNALU KtAUAN CLVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813886-2802 SLTSDIV. & WT: SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODEL' 2795—CAMDEN GARAGE XWING: RIGHT PAGE -'WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH B DwR1E 11/18/20 SCALE: 1/4"=1'-O" SHEET Vd A6 SLAB v_-- __— — — — — — — FM-16X18 — �/� TE-1 3 IF2-30X30 10'-3" 3'- ,— 3'-2" ! /4'-5" 1.1 � 1.1 // I � 4"GONG. r• 4 pW, LL SLAB I ro I a IN F1-30X30 � / 4" PVC CHASE/ 5'-10" 9'-2" � 3 va" ;4�'-4- LU CHASE �i/ V CH c a FM-16X18 EXTEND FOR w U I 1 SLAB 1 1/2" N [1"PVC ISLAND i// O id J W 22'-2" 8'-10" 19'-0" �/ I � ol 0"___ TOP OF/ f SLAB i o I / X-2" I / TE-1 J /i \ / i w +-01/2" 4 / 12 I i� 29'1" 20'-8" o 1� N I I I I I I I N M .I TE2 I' 1 TE2 -----I 1.1 7 a 2'-3" 5 *-51/2" � 0 3I 1A 5'-6" 2,_8„ 2,_8" U 2 o EXTEND N I SLAB 1 1/2" I 5T 11 iv � N �. F1.24X24 o -3 1/2" I„ 9 w I X 1 0 3-4" FMC-16X1841 c5I w 4" CONC. SLAB 1'-6" 8,_0" 10" 2,-0„ 16,_0„ 2'_0" I W �I gW 4 z 4 gI N FM-16X18 1A 3'4" 11'-0" �P m 71 Y F1-24X24 ' 1.1 FM-16X18 — _4_-71/2— — — — _TE=1 'I- 9'-4" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7, COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.CIINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 616 W 1.44V I A OVER GENERAL 31/2" 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 I LONG FM-16x18 16" CONTINUOUS 181, - (2) #Vs (+)0'-0" FMC-16xi8 16" CONTINUOUS 181. - s #5 IN CURB VARIES Ft-24x24 24" 24" 12" O ff g"-- 2) Ws (-)8" BELOW GIRD TEA 8" SEE PLAN 8" - s(-)0'-4" TE-2 8" SEE PLAN 8" - 1 s (-)V-0'- CWC-12X12 12" CONTINUOUS 12" - 5s #5 IN CURB VARIES F1-30X30 11 30" 12" (3) #5's (3) #5's (-)8" BELOW GRD F2-30X30 30" 30' 12" (3) #5's (3) #5's (-)12" BELOW GIRD FOUNDATION PLAN SCALE: 1/4" = 1'-0" ►NCNITECT81 6 GrouoLn 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 fAX: 813-886.2802 MOM & LAT SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODEL. 2795-CAMDEN OARACiE SWING: RIGHT PAGE: FOUNDATION PLAN 150 APH E D r'p2W11/18, SCALE: 1/4"=1'—O" SHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING t Z STEEL REINFORCING IN GROUTED .I, STEEL REINFORCING IN GROUTED . . CELL SEE PLAN FOR SIZE AND Q a Gl CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v ° ° v a: SPACING REQUIREMENTS ° tt 6 U w 1 I -r`— I --FM "s GARAGE DOOR RECESS �� Kuj N Q •L' � cait - z 8" CMU WALL O 8" CMU WALL I� I , I CORNER BARS, SAME SIZE AS LARGER BAR I w g" O �° g Z �O _ ° I IN FOUNDATION WITH 30" LEG EACH Lu I11 = o ." +- p�-p. TOP OF SLAB +- 0'-0" WAY AT ALL CHANGES IN DIRECTIONS (_, "I SO THAT THE STEEL REINF. IS CONTINUOUS y .. - - ° - , - - �T.P".�.V�A.GE MATCH AMOUNT OF CONTINUOUS BARS GURBFOR • f . .MASONRY aDIA. EXT. PORCH SLAB ^ W/ 1/2"ISOLATION SEE SLAB SCHEDULEII 4' CHAMFER (1STORY) #3 18" EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER 1-STORY v. CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET �Lp+ AT ELEV: • JOINT (WHERE 6" CHAMFER (2-STORY) #q 2q W/ 1/2"ISOLATION ( ) a 6" CHAMFER (2-STORY) .: APPLICABLE) Z SEE SCHEDULE 30„ JOINT (WHERE APPLICABLE) • li EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36 _z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1@ (_�,)EXTERIOR GARAGE SCALE:Y4"=V-0" CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" 4 SCALE: 3/4"=1'4" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON HEIGHT HT NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. HEIGHT NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL LAP TO OCCUR OVER STUD - OF WALL PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w o a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE W NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2`0" WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. O a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED a 5 EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY GALVANIZED PIPE d 8", UNO O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL W/FLANGE ®BASE 2 0: SPECIFICATIONS FOR CONNECTORS NOT rn U USE AND ANC ORS W/ Od x 1 1/2" REQUIRED WHEN NO R _ PREPARATION OF COMMON NAILS FILL ALL HOLES, 00 NOT USE 10d w y UPLIFT IS PRESENT, w M0 HOLE. 3" W x SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO SLAB W/(4) 114" X 2 114" TAPCONS ' Q- TOP OF SLAB . TOP OF SLAB F ' 4" CHAMFER(1 STORY) 6" CHAMFER (2-STORY) A EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION SCALE:3/4"=1'-0" (W/ UPLIFT) 8 6DALE:3/4"="°" (NO UPLIFT) SCALE: 3/4"=1'A" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL aCL 16" O/C STAGGERED. m w ADDITIONAL METAL CONNECTORS NOT Lu REQUIRED WHEN NO UPLIFT IS PRESENT. 0 0) 8"CMU WALL D' VARIES D' Z URED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING IPC - 0'-0"SEE TOP OF SLAB Z SLAB SCHEDULE1/2" a DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO p Y C "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND .IPL CENTERED UNDER WALL AND i6" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB \ SEE SCHEDULE,`°, T SEE SCHEDULE "I'�LONt m L FOR WxD, BAR SIZE / FOR WXD, BAR SIZE AND BAR QUANTITY I ✓ AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- BRIG WALL TO INTERIOR FRAME BR 12 SCALE: t"=r-o° 9 (NO UPLIFT) �p FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 1 SCALE: 3/4"=1'-0" A R C N I T E 0 T I 6 Gro% 1= 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-e078 FAX: 407-774-4078 www.abdeslgngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134M-2628 FAX: 813-MG-2802 01111111111 a mo 9VHDIV. d0 LOT SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODEL: 2795-CAMDEN GARAGE 911TING: RIGHT PAGE: DETAILS 150 14PH OP. B 3'-6" 4^ 8'•8 0 17-0" 15'•1" 18'-11" 22'-9" 15'-4" ° 26'-7' Al v 4'-10" 4 i7 n 4 -v N O ao N O M 4 a. w `v IA R N N "O i7 N N V ;4, 4 v 'P e N io m N y 5,4. V Z 4 v N W U J 0 M �1 `v I� o 11'4" 4'-4" Tr DOWEL PLAN SCALE: 1/4"=1'-0" 18'4" A t C N I T I C T t 71 OnMacion FAX: 407.774.4078 www.ebdealPgroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$88-2628 FAX: 813A86-2802 aunD:v ee x o'r: SILVERADO LOT# 9 BLK# 15 PROJECT* E E TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z • G TO HORIZONTAL— REBAR W/ Io" HOOK - ° GROUTED BOND BEAM t`v ° VARIES PER ELEV. •- _Z le< g 5 5 0 � #5 BARS m 10"HOOK 8" ll�° 5 a ma E `a ° �; ° -<�.•° w• •e�,.a f 4 �� __ _� • • 4 O CLEAN OUT REQUIRED E13 Z N 0Q: - FOR INSPECTION .. ° 0'-0" FIN. FUR. O P •a TIE RTICAL REBAR jj ° TO HORIZONTAL I FE R REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� O M" #3 1 2 #4 46 #6 CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. © #T 42" METHOD u4 24" MASONRY SYMBOLS HORIZONTALAIERTICAL HORIZONTALIVERTICAL #5 30" 3 SCALE: 3/4"=1'-V' 1 REINFORCING ,, REINFORCING #7 42� SCALE: 3/4"=1'-0" Gr6 ou02. 41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003326 � IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE ]O04 TAMPA, FLORIDA 33634 PH: 8128 FAX: 813886-2802 Al emi�m SVHDIV ae LAT: SILVERADO LOT# 9 BLK# 15 PROJECT* 03719.000-09151 MODEU 2795—CAMDEN GARAGE ®WING: RIGHT PAGE: DETAILS 150 MPH EXAf Dw 11/18/20 8CALE: 1/4"=1'—O" HET SE S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (11 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0', FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK 10 (2) 2X12 20 (2) 2X8 BEAM SCHEDULE REUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) VJxH' REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 0—SAfPLOAD SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IwasI eF1 eF— 4F" 4MM IPM OB TYPE _.._ I _-_ lianun I TYPE I FS-tt I W1247 I W184T'1-92o-1r 1 u-sFtt j &;WlT I Pi:1 3.4' (42-) PRECAST 2231 4'0 (48') PRECAST 196E 4'4' (54') PRECAST Iwo SW (64') PRECAST 1217 5.1D' (7n PRECAST 1002 54' (75") PRECAST 908 r4' Wj PRECAST 743 74' (112') PRECAST 564 10'4' (121M PRECAST 475 �11'4" (IM PRECAST ae2 12-W (141') PRECAST 337 13'4- (10n PRECAST 296 14-41' (166') PRECAST 279 ib'4' (175') PRESTRESSED N.R. 154- (184') PRESTO NR 1r4' Win PRESTRESSED'N' IV4' M PRESTRESSED 2P-4' Otte, PRESTRESSED 224r POP) PREBI D 24'4r (2807 PRESTRESSED . O��Omm� om0000 0�m000v 011mm MEMO Q-I==6F'*1 m®00K=25=z0 0®Om�Om oomo©mo r�s(�rmlmo�o 000mo�o 000m000 ©0000�o ©D"mmKMEO 00�00©� �0�0®00 00�000� ��000m ©0©DODO 124 1 220 1 400 1 424 1 U4 1 KIM 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM %AFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE WALLED PER MANUFACTURES SPECIFICATIONS 24' M PRECA4T 1026 1D24 1696 TO (42') PRECAST 4'4' (4S') PRECAST 765 763 13M f-W (4B) PRECAST 4'4' (54') PRECAST 502 691 1073 4'4' (541 PRECAST 54' (54') PRECAST 411 411 745 54' le4'9 PRECAST 5.10' (M PRECAST 340 330 610 8-10' (M PRECAST 54' (78') PRECAST . 721 49D 54' (Tr PRECAST T4' Pn PRECAST 424 534 363 r4' Pn PRECAST 74' (112') PRECAST 326 612 230 P4' 0121 PRECAST 1014' (126) PRECAST 264 401 180 1010 (128) PRECAST ll'4' (136') PRECAST 2B0 452 154 11L4' (136h PRECAST 124' (144') PRECAST 244 402 137 124r (144'9 PRECAST 154- (190") PRECAST 217 324 110 13'4' (160n PRECAST W-W (16n PRECAST 2D6 203 100 W41' (168') PRECAST 14'4' (17n PRESTRESSM NA 284 91 W4' (IM PRESTRESSED 19-C (164-) PRESIREM N.R. 250 83 15-W (1641 PRESiI✓E88m 1r4' (20B') PRESTRESSED N.R. 194 04 1r4- Win PRESTRESSED low win PRE8IAESBED NR 148 52 IV41' P2') PRESTRESSED 21'4. Mn PRESTRESSED MR 125 42 21'4' Mn PRESIRF86ED 220 (2541 PRESTRESSED N.R. 116 40 224' (M) PRFSit8:88ED 24'-W (2BM) PRE8IRESBED NI 91 33 2P4' Pn PRESTFMO (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 r---------------------------------------------- ------ ----- rt----T♦1 1 ♦ 8F16-lT/OM/1B 8F16.1T/0M/0B F16.1 T/OM/16 i 1 ` 19'-4" F-10" 12'-0" 1 1 1 %% 6 Im %% 1 I % b 1u ♦ u ♦ 1 1 % AH7 v 8F16.1T/0M116 10'4. UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'-4". UNO. 8RF14- 1 %%% 1 I 1 1 % L ,4* .0 - --------- --- �1 1 SF16-1T/OWOB z 1 z T-8- I 1 ---------------- 1 L------I------i I 1 I ' ♦ 1 ♦ 1 I 1 ♦ 1 I 1 I 1 ♦ t ♦cc 1 Q 1 � 1 0 m 1 I 1 1 1 1 1 1 I 1 1 I g 1 '1 � al 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ml QI % ♦ s ml ♦ 1 ♦ 1 %% 1 1 %%` 1 1 %,` ; ♦ i %% i ♦ 1 % 1 1 1 % % % I i a I I 1 1 I 1 ♦ ♦ �% i ;' ;' ' D i � I , ♦ � 1 4 I I ♦ 1 8F36-1T/OM/OB J# �� 1 ♦ ♦ 1 --- - N -� 8F36-lT/0M/lB 1 LIFT BEAM PLAN SCALE: 1/4" = l'-0" "A It C N I T! C T 6 GrousJOK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA 9: 0003325 mmw DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-BBB-2628 FAX: 813-886-2802 SVHDrv. de L+OT SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000-09151 MODEIa 2795—CAMDEN GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH E H 2 rL%Azm-4- DATE: 11/18/20 SCAIM: 1/4"=1'—O" s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"X8" m 1#5 1. PLACE LINTEL ACROSS TOP Of OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\\` PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"X18" to 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #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 1 TOP OF THE LINTEL, 1; 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 VERTICAL REBAR W/ 17' HOOK �,\�'�Q 8X16 DBL. BOND TOP OF p05�f!(G� BEAM Wl (1) #5 BAR BOND BEAMoo- \Q EACH COURSE • G 8X8 BOND BEAM T OF • W/(1)#5 BAR .�: BOND BEAM 30" TYPICAL �OQ�G�\� F = FILLED W/ GROUT -(\AO U = UNFIlLEO GROUT SOLID FROM T P .j1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2N0 BOND BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 16-1 T/ 1 M/ B 8X8 PRECAST CONCRETE NOMINAL—� LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR=WIDTH OF MASONRY P� HEIGHT #OF #5'S,TOP 9 OPENING - 2" CORNER IT IS THIS INEER'S INTENT BOND BEAM COURSE 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THATXFXXNGTlIM/O8INDICATESADOUBLEBONDBEAM #OF#5'S,BOTTOM 8X8 PRE -CAST CONCRETE 1 AND XFXX-1T/OM106 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX- 1T/IWOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2X4 (MIN 2 X 3) 1 -3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN - SIZE. 145 MIN WINDOW SIZESHAN300 MIN EMBEDMENK T i 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) 2-3116 TAPCON PRE -CAST :`q 1'� OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" - SLOPE FROM EACH END AND 16' 7 O.C. MAX, MIN 1-114" 0 `l: m EMBEDMENT 4 2X8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL 0 SIZE. 145 MIN AS TO ALLOW BENT SIZE .300 MIN EMBEDMESHANK NT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL /� SILL CONSTRUCTION CORNER BARS %� ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11/z"=1'-0•' 3 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF, BAR CONTINUES THROUGH LINTEL. � I ,% I > I - I SINGLE #5 CORNER I BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I II / I II II/ II of 8X8 CMU PIER PROVIDE #5 BAR W! SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS A R C N I T E C T 81 6 Gr uOln. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-407B www.abdeaigagroup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 M-2628 1114 FAX: 813-886.2802 SVHDIV. de L07il SILVERADO LOT## 9 BLK# 15 PitOJECT# 03719.000-09151 MODELa 2795-CAMDEN GARAGE ®TANG: RIGHT PACE: DETAILS t44150 MPH EXP. B DwATE 11/18/20 SCALE: 1/4"=1'—O" SHEET s2.1A FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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 CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, A 77" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r r r r r r r yy) U U U W t�l W W W W W r r r r r r W W W W W k W Lu W W W CJ1Hr—JL--�—JI--Y--IL—�-- CJ3 CJ5 N NQ��NN I xl It n It It p x It q It u q aix� It It v n N a n u n a n u x x x a I I NaNNNN�dIIA la.. n u u x 1C a n u a x n CJ1 CJ3T CJ5T to 1 I 1 AH7 I I I I I s sMill" �a- I 2X4BLOCIGNGBETWEEN TRUSSES 24.O.C. TOE NAILED TO ADJACENT yQ -- ------� I L-----------J a aaas a sss s sssls s� s a� s :� a Sams s� a s a s� s =sass = a s NEW s sas TRUSSES W/ (2)16d COMMON I �Q NAILS 8SECURE TOBM. WI seen=:.a..». .I=avaa=.�:v®..:.: vas SIMPSON LTA2 USED TO BRACE TOP OF WALL. I i ----=—a I a.®=.aa..a— II I I C--- I I .da®=era.=tea=ems=.e�.=�la. I I I I u n InTTlcs� .. a.. . I III = sae - ------ —. .a.=.a. II . a.e =. —eve=��. a. a. alas I I I I I II L I I II I i . .......ram I I L- - - - - - - - - - - - PREFABRICATED F ....aa®aaa .... s6�.�a .�. - — - — - MAX ®a—ae=—a— I I ---- ...�T.I... ..... a>1a i.®.®v.... I I ...........�.�:.. .. I I I .�1.... a.. —.....,. I I ...®..ea.. ... ..I, a.a...--L_ :.e. a.----a.k® — — L — — — — — — — — — — — — — J D s _ _ 4 �ATTC Aa�DE=_ a.....a sus ss.® ...... a s... s.aa I al ...........,.... l I .-----a..— ffs -----J 1 , of IHIIM MEN 9®ilo r AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Ai Al Al A2 A2 A3 A4 A5 AS AS AH23A AH21A AH19A AH17A AHiSA AH13A AH11A AH9A _... _:_.. CH9 11 p N p asps,. v.a. CH7 u u n u BL NII Np ^II s a It if x It a. CJ5Q NBCJ3 .j�Q p II 'Tiq o s qn pq pn dry( U II II 11 II 0 °J' "--�--"— -- —�` --I' c" FRAMING PLAN SCALE: 1/4" = t'-0" 4� � A R C N I T I C T E Gr uUYLn. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdexlprlgroup.com AA 11: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8194386.2628 00 FAX: 61..888-2.. BUBDIV" Af LOT: SILVERADO LOT# 9 BLK 15 PROJECT# 03719.000-09151 MODEL. 2795—CAMDEN GARAGE 81RNG: RIGHT PAGE: FRAMING PLAN V.150 MPH E B C ITE fj ice•• Smi� ti� ` NO DATE: 11/18/20 SCALE: 1/4"=1'-O" 911MMT s3 A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) iOd x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) l6d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 1Od GAL". COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 6" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1B 1C TYPICAL TRUSS/ AL . 4-,-0 GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU Q 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (i) SIMPSON HETA16 --. TRUSS ANCHOR WITH (9) 10d x 1 }" 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'-a'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. LA-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t" x 5" TITEN HO TO CMU AND (12) BOB }" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) k" x 5" TITEN HD TO CMU AND (18) SDS }' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS. (2) J'x 671TEN HD TO CMU AND S }" x 3" SECURED 1 MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)(18) A N GALV COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE WI 10dxl/2 HDG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER iTT4 W/ 5/8" A.B. WITH AIN. 7" EMBEDMENT TO SLAB & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/2" 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 . a. 1/2" GYP. WL. BD. <.• f • " �. a �.n. GIRDERNVOOD POST CONNECTIONS a� 5 SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. Y SCALE:3/4"=V-0" (NO UPLIFT) NOTCH DEPTH IWO q GE >5/8" METER L. STUD OUTER 1/3OF SPAN ONLY HOLE EDGE >5/8" 01 BTM.HOLE DIAMETER PLATE< 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. 8 - SIMPSON HUS28 G < 2400 LBS, U < 1426 LBS W/ (2) 3l4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV, COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-U' 6'-0" MAX (W/1X4) 42R 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1'-lT' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING 0'4- TO 30'-0" (1)'0(" BRACE SEAMS) MIA- TO 60'-0 (3)-W BRACE SECURE 2x8 PT. PLATE BRACE @ CENTER TO BILK 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 NAGONAL -ENG GABLE TRUSS SECURE URE GABLE TO 2x8 . CHORD P,T. PLATE W/ 12d's 8" CING, SEE STIFFBACK (AS PER O.C. MAX V FOR LOCATION NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ UIRED (2) 1Od's @ EACH TRUSS TO BE INSTALLED (a� 10'-0" O.C. MAX. CHORD OF ,D ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-0" O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" 0/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM, CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE EFRAMING LAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE cy Lij 5 112" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD �o g LAP A MIN OF 4'-U' 3, ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY m CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, RAMP RPArlNfi RP01 IIRPMPNT LEDGER SCHEDULE MARK SIZE BOLT SIZE 9BOGESPACWG CEWRALOPACING A DOUBLE 2xB 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 200 111. 8" O/C 16" O/C D DOUBLE 2x10 314" 8" O/C 24" O/C E DOUBLE 200 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6" O/C 1 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=V-0" 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, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"-V-0" DEc A R C N I T I C T I Gr )u I LLn 441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigigmup.com AA*: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: SISZW-2628 FAX: 8134386.2802 gluDDIV. as LOT SILVERADO LOT# 9 BLK# 15 PROJECT# 03719. 000-09151 MODELa 2795—CAMDEN GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH F40. H FLOOR DECK Co 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS WI (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 19-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3l4"=1'-0, SIMPSON H6 W/ (8)Bd COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF"BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ IDd x 1 GIRDER TRUSS 1/2"HDG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1Od Q 3" O.C. 1ST PLY INTO LEDGER AND 10d Q 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER EL NATION rL UU ilk. PER ELEVATION I s 1X2 FIRE -STOP — MI #8 WOOD SCREWS - x 2" LONG Q 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS I�1iE/4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) L 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG Q 3" O.C.; STAGGERED MI AS SHOWN 11� OBL 2X8 LEDGER J'11N11 TO CMU W/ 1/2" EXP. BOLT NI 8" CMU WALL AT 16" OMIN 5-1/2" EMBED. END W/ REINF PER PLAN FLOOR DECK PER ELEVATION 314" LL �IAIy�f�_ 3 1gu� NAILING PATTERN 0 P ELEVATION &� 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS Q 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=V-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ IOd Q 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS (2) 2X4 No.2 SYP OIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d Q 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING Q EA. BRACE. NOTE: Q TOP OF FLR TRUSS BRACE WI (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG Q 3" O.C.; MI TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (T OP 2X4 SUPPORTS BT. TRUSS DIAG. BRACE TO BELOW STAGGERED OFF NAILS Q EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE Q 48" O.C. wl (5) 12d 1'4" MIN. FROM 2ND. FUR. FLOOR DECK 0'-0" TO 30'-0" (1) "X" BRACE NAILS Q EA. END LINE 2x6 CONT. W/ (8) 16d NAILS 30'-1" TO (3) "X" BRACE DBL 2X8 LEDGER TO CMU W! GE EXP. BOLT MI 8d RING SHANK NAILS Q 4" O.C. MAX Q BT. OF FLOOR TRUSS ACE PRE-ENG GABLE TRUSS (2) "X" BRACE DI CENTER CMU WALL AT t8' O.C. AND 8" FROM INTO BLOCKING IS FOR WALL BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL R REINF PER PLAN END W/ MIN 5-1/2" EMBED, 16d NAILS Q 8" O.C. MAX ATHIN2X6 SHEATHING SHEATHING NAILER) FROM CENTER TO END. FROM UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC �/4" PER ELEVATION PER ELEVATION LLO PLYWOOD SHEATHING, SEE t4 NAILING PATTERN "ROOFNVALLIFLOOR 3Ux Kw SHEATHING FASTENER SCHEDULE" P R LEVATION IL�=z PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER 1x2, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG, MASONRY NAILS Q 12 O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 Q 2% SECURED W! (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES Q 24" O/C, REPAIR DETAIL I F FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. EVERY TRUSS (VERIFY 1x2 SECURED W/ IOd SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON"D.C. 8Q W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C AND APPROVAL SECURED WI (2)12d'sQ AT TRUSSES PARALLEL (VERIFY W//TRUSS SECTION DETAIL MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" PRE-ENG FLOOR TRUSSES ' c V W/ HIP RETURN SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. Dq PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS)(BLOCKING TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PEREILE TION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON NITS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)1 Od BELOW FOR PLATE W! 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING, SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •o• 41, PROVIDE BLOCKING • SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. o AND TOP PLATE ANCHORS W/ 1 Od x 1 i!2" COMMON NAILS SECURE BT. PLATE TO SLAB WI CONT. 2x4 SECURED WI (2) 10d's Q EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONSD TRUSS TO BE INSTALLED Q I O-0"O.C. MAX. EPDXY 5-1/2" EMBED. MIN. Q 16" 1 0a 10b 1 Oc OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG ABLE TRUSS @ CMU WALL TRuasroPosr�NNEcnoN l o SCALE: 314"=1'-0" a :a. °'a A -SIMPSON MTS-12 U < 990 LBS W/ (14)1Od GALV. NAILS. # B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1 Od GALV. NAILS. C - 2-PLY-SIMPSON VGT/HOU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 IQ" SIDS TO POST CONNECTION @ L.B.W.NNECTION L.B.W S;�TRUSS POST TO SLAB CONNECT ION �G SCALE: 314"=V-0" A&B-SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W! 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 WI 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2-1 /2" NAILS TO POST. A A G N 1 T B C T t 5 GrGouoLn "I N. RONALD REAGAN BLVD. LONG DOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abd"gngroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M-2628 FAX: 8134HW2802 DIIIIIIIM SVHDIV. Ae Lo SILVERADO LOT# 9 BLK# 15 PROJECT# 03719.000— 09151 MODEL" 2795—CAMDEN GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH E B dik w GABLE -END �� HIPi 1 oF—=oF ROOF WIND DESIGN PRESSURES NET (GRCIS�i) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 112" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 CDX. EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN *OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA, SHANK TENSILE STR. SHANK Sd RING SHANK; 21/2" DAN" 170,000 RI G 16RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2, INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116"ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. L TOP & BOTTOM EDGES r li - m 7M J Z LU Z CD U' W QY Ud 2 U fn O O v Of Go , J Z Z 2 GO Cu CW7 S L) W W�UaC� U H U 00 O LU O a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS - ROOF SHEATHING --\ BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS G 12" O.C. IN FIELD or Bd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.F�,jN FIELD J1 GENERIC, NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUMAGGREGATE SIZE SHALL BE Mr.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE B%AIR ENTRNNED CONCRETE EXPOSED TO EARIHORWEATHER 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: FBC-R 2017, Bth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31d'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. 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 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14. "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND-rPIMRCA SCSI 1" ROOF: LIVE LOAD FLOOR; LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6.x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-Don Dt REVIEW. TYR MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-non-COnwment 05 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A56.1-1982. 15 psf TOP CHORD 20 pet TOP CHORD Q psf w/ ASPHALT SHINGLES) (10 pef w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 5 pat BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1WIT UNINHABITABLE ATTIC WITH LIMITED ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS; BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: : 4Op GUARDS AND HANDRAILS: GUARD NTS:3OPS COMPONENTS: SOO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL AGE N SLEEPING VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40pst, SLEEPING ROOMS: 30pe(, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE STTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIEDTHE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE ED SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS .ON CONSTRUCTION SCHEDULE, AND CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE = PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.. SSHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE E ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED. W/ A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S"MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D4557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4- PRIOR TO THE ADDITION OF PLASTICIZER, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IB BATCHED. THE LAAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW 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 Z REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: 9 A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): j B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: ro 1-1/2' FOR 45 AND SMALLER 2" FOR NAND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/2"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., UN.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN ON AND ERECTION OF STRUCTURAL STE EL E FABRICATION EL FOR BUILDINGS 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kN FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 MI. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 xel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACNG REMARKS APILI—.N SQE TYPE SPACING REMARKS 1#PT FURRING TO MASONRY/GONG GASEHARDENEOCOA NAIL I - LONG, B, O� GARAGE DOOR BUCK TO MASONRY/CONC. 11I"OW. NO WASHER TAPCON MASQNRY FASTENER S, NC 11M EMBED., 4- END DIST., 1112`EOGE DIST, SGD,AL.Ex GO0R5 Ix PT, SEE NOTE CASE HARDENED COIL NAIL I I2'LONG. 9'OIC BTAGGEREO WNOOWIGOIXLFABTENED INTO .—No GARAGEDOGRSUCK TO MASONRY/DUNG. 1/4'DW.WI WASHER E- RAN SION BOLT 22"O1G 4"EMBE0., V END DST., 3`EOGE DIST. WINGOW BUCK CASEHMDENEDWL 8'OIC WND—DOORIFASTENED ME —STRAP TO CONTACT THIS ENGINEER FOR SPACING ix Pf, SEE NoTEa NAIL 1112'LONG. STAGGERED INTO MASONR G, MASONRY/CIXJC. REQUIREMENTS E%T.9WING DOOR (2)L18'OIA, 'TAPGVN" 18'O� 11R'EMBED, B"END. NoN-BEARINGW000 fYY"—ANSION d"EMBED. d" 21"OIC BACK 2A PT, SEE NOTE NO WASHER fASTNER DIST., I- EDGE DIST. WALL TO Co., SLAB WI WASHER BOLT OIST.,TEOGE DIST. PTWIN00WBUCK 0.138°PAT x21S" S"O/C 4- END. pIST„11YY' PT T iO3NOT EB COL., SEE WI—ERER 9TAGOEREO EDGE DIST. TES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. A R C a I T E C T a 6 GaoLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesliMgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 Illik FAX: 813-SM2802 SVHDIV. & LOT: SILVERADO LOT# 9 BLK# 15 PROJECT* 03719.000- 09151 MODEL' 2795-CAMDEN GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH A B ATE 11/18/20 SCALE: 1/4"=1'—O" a�s N1 i YP. 3/4" &G SUtl-FLUUH UEGKING GLUEU I U ALL LAI`USEU MEMBERS r�