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HomeMy WebLinkAbout7092 Steer Blade Dr99 99 "�AMDEN 2795-U" HORMN 12602 TELECOM E>RIVE, TAMPA, FL 33637 T4mt= (813) 740-9720 Fax: (813) 740-9715 L```eejj �PVw `a[[l����t' y�e,��`�':1yi.4�{y1� Y WIT,(!H' PR'E�i`�.a�. NG rr NA! ii)i l _ELECTRIC CODE, AND iHEp��1/G..ITV nF ZE-PHY"LLS REVIEW ^D�A(TE JAN Z� b.fi B I" G.P HC7I FLAN EXAMINER 0 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: 1 DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pL,O)M p(M,a= CODE„ =mDzmAL, CH EN (EOIi' Dfl' -AMIWA MD STA.'1�E C= *OCCUPANCY _ GROUP -CONSTRUCTION TYPE - VB •�• INTERIOR FINISH - CLASS B *BASIC WfIND SPEED - Vult-150 MPH Vasa=116 MPH •�03� _ B •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AC A/C AL . AMP AMP. ED. CM GAB. CLc. CLR. CONC. CPT. C.T. D. DEL. D.G. DIAL DIM. DISP. DP. DR U.S. DTL. D.W. EA. ELEV. EQ. FAIL EXT. F.G./FX. F.G. FIN. FLU. FLUOR. FR. DR. FTG. GA. GAR. DISP. G.F.I. GL. GYP. ED. H.H. H.C. HDR. HGT. OR HT INSUL. INF. ABOVE AIR CONDITION HJG ADJUSTABLE E ALTERNATE AMPERAGE BOARD CENTERLINE cABE+er CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST OR EXTERIOR FUEL GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH FOOTINGDOOR GAUGE GARBAGE DISPOSAL GROUND-FAULT ERRRRU TER TCHLG CIRCUIT GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAM. MUM. M.C. MIN MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLY". PR P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHGWR_ SHWR SIM. SL. SL. GL. STD. SUNS TEMP. T.O.C. T.O TOP. T.OS. T;W U.NA. V.P. w. W/ WD. W'DW. W.I. LAVATORY LUMINOUS MEDICINECABINET MANUFACTURER MINIMUM MOUNTEDRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIG TOR REPRIGfiRATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHOWER G SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEMPIEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD wA xEATER WROUGHT IRON DATE DESCRUMON CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION �0� ADDED Ism-C ENG84EERING PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2F—FRONT AND REAR ELEVATION "F" PG A3F—LEFT AND RIGHT ELEVATION "F" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG M1—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAI -WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WAL1 ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS mTRsn9 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN /1sn9 FIXED DIMENSIONS FOR STUDY AND DMNG ROOM im2n REVISE SGFT CALCS Imnane UPDATED LED LIGNTB PERDR HORfCN im/3mn9 UPDATED LED DETAIL BUBBLES PER Wit HORTON 11% 8 ADDED FOUNDATION ON GARAGE BEARING WALL 091052m UPDATED SIMPSON CONNECTORS ILA. LISP ADDED ISm-D ENGMEERBJG • 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 CAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ.FT. CALC.�S 6EGAN ADDING ELEVATION INTO LOT REQUESTS AND MASTER OW0440 SENT ROOF PACKAGE TO TRUSS ENGINEER FOR TRANS IST FLOOR LIVING 2,836 Sa FT GARAGE 61% 15a FT. ENTRY 65 Sa FT. COVERED LANAI 113 $Q FT. TOTAL 3,113 SO, FT, 3/WO ADDED FRONT ELEVATION V PER PPJ40WON narJm CI IANCsED ROOM NAMES PER DR HORTON STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUIDER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PM'6 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE HEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWIING SET. ARCNITICTS 6 G ouon :41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.ebdeNgngrouP.eom AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388&2628 FAX: 8134186.2802 aysDIV ae LOT. SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODEL: 2795-F GAPIAGE OWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. H Nov DRINT ATE: 10/30/20 aCALE: 1/4 =1'-O" atEIEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (201T). 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 WOW( 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. 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 AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. S. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302 &2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l8 -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/NCH 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 NTH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6. WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT , SO, PLUMBMiO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH % AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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 COVERIM 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 FIBSNEE 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8' 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, 11T 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-1063-11A & 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-C 1 D63 -15A AND R703.7. FIRE RESISTANT CONSTRUC3I011 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. EXTERIORCEI,MIGB 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP`$ 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 / CONTRACTORS 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. 6 GWO 41 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-7740078 FAX: 407-7744078 www.abdesipgroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-686.2628 FAX: 813.88"802 ounDiv. A. LOT: SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODEL: 2795-F GARAGE 9WINO: RIGHT PAGE: GENERAL NOTES 150 MPH E B Pl D,W 10/30/20 SCALE 1/4"=1'-0" 811MET GN F-,-) I &A l In II olOiiiil°� °'ppiill°liplill° ° o : .• ° - -- SI U' :IN . _- BEDROOM r - i °'IliiliilOoll° o logo - ---------------- . 5GMT9 � U 11111 ,11117 N 1 �� - -_� 6• _ IL �y IS FRI ._ LI 0 " 11'LIU i i Q o, PIS f ° 'll I SIP • o E - tl' o r - o 0 - O i - iW1 4X4 P.T. POST r �� ,iW�� 11l°II°I 1°II°Ilo II FLOOR PLAN NOTES II - ALL OM NSIONS ARE PROM PACE OF 1 %' BLOCK WALL (OR EDGE OF FLOOR SLAB) TO PACE OF WALL STUD UNO. - ALL 14TERIOR WALLS ARE B IS' UNO. - DRYER VENTED THROU04 ROOF (VTR), NOT SCREED. - AIR COFIPIRlSSOR SET ON 44'9"* POUIBD CONC, PAD. PAD 960" 6' PROM EDGE OF STRUCTURE. - SEE SHEET GN FOR GENERAL AND STANDARD BUILDING NOTES. . ALL HABITABLE ROOMS TO HAVE AMC PAULT CIRCUIT NTEIVaY-TER . ALL KILL MOW BLOCK 11141 1 6 BETWCEN PILLED CELLS UMTHOUT OPENINGS ARE SHEAR WAIL& FLOOR PLAN SCALES 1/4' . I'-m' SQ.FT. CALC. S IST FLOOR LIVNS 2,836 SQ. FT. GARAGE 619 60. FT, EN1R1' 65 SQ FT. COVERED LANAI 193 Sa FT. TOTAL 3,113 $a FT. COM'pBR A10 CLAODIO aio LD108 eaic wlo oa�aellE FOi a sEoalo GIle18 OFBiIm BOMME DOZE tODlflila101Mb F81MM8 M071FE FOOTAGE MIN. WINDOW 10 5 243/-32.5 CRITERIA EXTERIOR SWING 115 5 23.4/-30.1 DFL MM. CRITERIA SAID. MIN. 41 5 22.1/-41ID CRITERIA 16010 OJdD. 1 112 T 5 1 20b/-24.9 BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. III, 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00111111OLDIA7001110111 RADIUS CORNERS, SEE PLAN BRACKET / BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOU) WALL 2'X6' STUDS • 16' OG. W/ 1/2, DRYWALL SHIM AND SECURE COUNTER TOP ?S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCFB?N MBAR REINFORCING Q / BRACKETS AS CAd�INET C a NECESSARY. i A TYPTS CABINET SECTION �M—N NG DTL. B 91. l C N I T i C T i Grou;LL C. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesi*ooup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33OU PH: 81341186.2628 FAX: 813588.2802 SVHDIV & LAT SILVERADO LOT #16 BLK #13 PROJECTKIT 03719.000-16131 MODEU 2795—F GARAGE DWING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B Dw 10/30/20 SHEET Al +/-20'-I' BLDG. HGT. SHINGLI b' LAP 9'-4' BRG. HGT.. DECO 8 0'-m' FIN. FLR W-4' BRG. HGT. 0'-0' FIN, FLR 0'-S FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLAS14MG AS PER FBCR R103A STOPS VENEER TO BE WTALLRD PER MLWJ�AGTIAil1lb OMPICATIONS REAR ELEVATION TEXTURED FINISH III AREA OF ATTIC = 3972 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA XSQ. INCHES PER FT. (144) = 1906.56 SQ, IN. MIN. REQUIRED VENTILATION = .5X 1906.56 IN UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTAL # OF VENTS PROVIDED 9 "AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED 4' BRo. HGT. CAP R -0' FIN. FLR GRADE —(MIN.) o V -4 0'-0' FIN. FLR -8 G D (MIN.) — — — - — — — — — — — — — — — — — — — — — — — — — — — — SIMPSON STRAP I PER DRAWING FRAME OUT (2) 2X8 BM I PRE-ENGINEERED I TRU88 I 9'-4' BRG, HGT. I I I I (2) 2X8 P.T. BM W/ }' FLITCH PLATE I I CORBEL SEE DETAIL B/A2F 4x4 P.T. POST w/ SIMPSON AISU-44 v AT BOTTOM i 9 I FRAME OUT 4X4 I'-4' I POST I I i° I I I I I I I I O'-O' FIN. FLR \— — — — — — — — — — — — — — — — — — — — — — — — — — — — — / COLUMN DTL. A SCALE: IR' • 1' ---------------�\ \I �c CORBEL 4 TRIMc FOAM I C CORBEL C r r m TRIMO(VERIFY M FIELD) SIDE VIEW FRONT VIEW \ n / CORBEL DTL. B BGALE. V . P-O' A R C N I T L C T t GWol n IUM 01 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746076 FAX: 407-774-4078 www.abdeskpWwp.com AA M 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH:$13486-2628 FAX: 813486.2802 @nnnnr aUBDM to LOT: SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODELS 2795—F GARAGE 8WMG: RIGHT PAGE: FRONT & REAR ELEVATION "F" 150 MPH EXP. H DAAIM, 10/30/20 aCALW. 1/4"=1'—O" aHEET A2F V-4' BWo. HGT.*_- 0'-0' FIN. FLR 0'-8 GRADE (MIN)- OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ❑ a o o a e -- ------------'-----------�--'------ -------------------- 0'-0' FIN. FLR --8 E (MIN.) LEFT ELEVATION TEXTURED FINISH STOP! VENEER TO BE INSTALLED PER MANtACTUR011" SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT S 9'-4' ERG. HGT. � FOAM GAP 0'-0' FIN. FLR RIGHT ELEVATION TEXTURED FINISH STOP! VVINEM TO W INSTALLED FIRM MAN PACTURIR'S S1v9ZMGATII" o'B'-4' BIG'.s. HGT. A RCN I T I C T t 6 GroUP�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoWgngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S13IM2628 FAX: 813886.2802 rno DDI[V.Se LOILVERADO LOT #16 BLK 13 JECT* 719.000-16131 MODEZA 2795-F GARAGE BT►WO: RIGHT PAGE: LEFT & RIGHT ELEVATION "F" 150 MPH EXE. B Evil DA 10/30/20 SCALE: 1/4"=1'-O" SHEET A3 F ELECTRICAL LEGEND SYM. DESCRIPTION !! TANDARD SWITCH .y�" -WAY SWITCH -WAY SWITCH IMMER SWITCH Fm BUTTON ISCOPNECT T TAT INGLE RECEPTACLE (125v/10-AMP INGLIE POLE) =0 IVV DUPLEX RECEPTACLE =0 NDV DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) WV DUPLEX OUTLET (HALF OF OUTLET IRBD TO SWITCH) 4Rz EXTERIOR WATERPROOF4PI RECEPTACLE(GROUND FAULT TERUPTER) WV QUADPLEX RECEPTACLE ® 10V DUPLEX P EX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE ECTOR) L MOUNTED LIGHT ILING MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT 000 LIGHT L SCONCE PRE -WIRE T PAN WITH LIGHT (I CFM PER 60. FT.) am BULB LIGHT FIXTURE AQ= IBUL15 LIGHT FIXTURE P�4BB8 BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN NDER CABINET LIGHT ® x4, FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE 11"T) LI-IftEILIII�. FLUORESCENT LK,>dNT (RECESSED) 88 LKsHT SS LIGHT (VAPOR PROOF) MOUNTED LIGHT WITH J-BOX OPT. FAN TRICAL PANEL (FIELD VERIFY TION) ATI X (WALL MOUNTED) -BOX (CEILING MOUNTED) ILING MOUNTED FAN 0 T FAN (l CFM PER 80. PT-) JACK O DETECTOR (CEILING MOUNTED) ® X IMES TVTV MET FOR ZZP02W JACK •'"c FORT NOTES, • LOCATION OF TV JACKS / PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MISVIA Or- ' (2011)- • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(BX2) ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALLIAMPB SHALL BE SELECTED BY BUILDER AND 115% OF L444TM MUST BE ENERGY EFFICIENT TYPE PER FBL. ENEIsKsY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011- 6th EDITION R404.1 COVERED LANAI PRE -WIRED CLG FAN T / r I 1 r----------- \ —'— GREAT ROOM � j / 1 -v i I � I + I PRE TAN I � I a\ II t \ I KITCHENnn — — — — — — — — — — — — — — — — J ppT ------------- DIROOM II 1 CLG FAN PRE -WIRE ' L------------) i BEDROOM 3 / I d PRE -WIRED CLG FAN PRE -WIRED / CLG FAN L BEDROOM r� ELECTRICAL PLAN SCALE: 1/4' f 1'-0' LAUNDRY GPI OR A DROOM 1 j I I I I I I I I I / PRE -WIRED � CLG PAN _�_ i� rA� i 1 Z11,., t .1 0 31:et� r &O/CO MULTI—GEN j it �\ SUITE jail I \ I R I PRE -WIRED ) \ I GL.Ca FAN I � � L----------- GFI i 44' / r y APP. / I I I F----- OR • 4W— BOLLARD / 1 APF. I401 ASRE0. I I L — --- J PER BLDG. I I CODE I I WALL MOUNTED / I LIGHT W/BWITCH IN / I ATTIC / I / 3—CAR 1 GARAGE I ------------ , \ CLGtl OUTLETI CLG. GPI OUTLET \\ FOR OPT. I FOR OPT. \GARAGE DOOR I GARAGE DOOR \\OPENER I OPENER Pa. FOR \ I GFI CHIMES \ \\ 11 IRRIGATION OPT. ------�---------------- COACH LIGHT WP Panel MAIN -A PANEL: fVISapwt.b-kw VOLTAGE: 1201240VAPh MAIN. 150A.V M.C.B FEEDER: 3-SI Cu TNwN & 1. Mi Cu (G) In 1 IM- C. OR & #M AL TMVN & 1- MI Cu IG) In 111P C. Wln fN• m ftwPatn w.b _w I I — Wm I I I.Inn n2 m gotta Rprlblup 12m + z s nz x m kepNm Rr:f tom a s a e 4Mo c.u:1 m : no PANEL -A PANEL: 42 at brake, VOLTAGE: 120 / 240 V A Ph MAIN: 150 Amp M.L.O. FEEDER: 3-S1 Cu TIAVN&1-MI C.(G)In1 VY C. OR 3. VW AL T1M& 1. M4 Cu(G) 1. 11/I C. WAr roN w peal Wab Ok•W o t W.b 0—d•gao ob foM Wln •12 1 m &er 1- 1 2 tom Ra m 2 n •12 1 m YR•wr/Fbr OR 1- 3 4 nt 1 m awr APYtw• lam o g 4Mo Ya N,Ya m 2 ifo .12 1 m a 1- , g fU 1 m RW •tlr Afa woo 1 1. 1- twl m 1 n2 012 1 m gYn pNRw Nt I= 11 12 Im mh .oFl m 1 .12 012 1 m P /111o/L Ara I= 1. 14 eom - m I n0 f14 1 to D:tY Re®,IanY& AFa am 1t 18 g . 11 It Im W- m 1 n2 fu 1 w BD&m— tao 1. m 1m0 pea 6Fl m 1 nt n2 1 m gWM&N/gYnn Afa Imo m m Imo /d1abWARw nM Afa m 1 n2 g m 2e m a om - Ow,It 8W AFa Dantft BYMeea AFa to to 1 i - - 2, m I= aB 1 n2 m 31 to 32 1 MtaWt 20 • as r a4 as M02 M x m AA: AFtYt e KVAY MI4 Mn a, 4f ag 40 41 42 g Lw4• NtanaY•RbtY[Wbn/M fo1o0 ]1,m L••/ bttavY MatYOWMs/IM u n.: ABBREVIATIONS: Afd: ARC fALLTaRCUTw1g11m1f,gR N0: NDNCaNLOE21TLa1D oft BAOUm FALLTIMERRAIgR TYY bW .rPc1 to MaaY h,a W1m ' Flal foma arttl t00% l0000 R­ftrtllaYM 1a24o T•YI Art MW rr 10i boat LOAD CALCULATION IS AMED ON NC NON -COINCIDENT LOAD TYY ComatW LOW wra mot0 TeYI NB MIt 1i,.> n GonwW L & Rgc adg Load TYY AA: fr 21: DtnaY usARa aw/ .n. &3&5 MNVYt 1 rESWA.I .1100X 85 THY pwa,YUp. A fat 1W- &450 CS--� I I I I I I I I LED LIGHTING LED LIGHTING ----� @ SINGLE LAV. ® SINGLE LAV• MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I � I 1 .----------- — i0 Ig I I —6' 4'—'B' a `r i I ® I I I �--- -� — — — — — — — — — — — — — — LED LIGHTING LED LIGHTING C DOUBLE LAV. @ DOUBLE LAV. UIP I BEDROOM 2 AND 3 BATH BATH I PROVIDE 3MAD CU, THN . 1% CU IN2' CONDUIT OR B 0 4 AL. THIN . RB CU IN 2- CONDUIT OR 2/0 AL. SEA (CONDUIT TO TEWINATE ADOVE SOFFIT a OLT-RHAN16.1 150 AMP ELECTRICAL RISER NOT TO SCALE. COMDNATIpV SERVICE .0 AMP DISCONNECT SWITCH AD Q0lt40 VOLT GENERAL NOTES, M ELECTRIC METER IN I I'NASC A. ELECTRICAL MATERIALS AND NSTALLATIONIS SHALL NEMA W ENCLOSURE PANEL COMP'LY IT14 ELECTRICAL PROVISIONS OF THE POICIR *tj4 LQ1 LOCAL AND ALL LOCAL POUR ID0412P D. ALL CONDUCTORS SHALL OE 11 TIIIIIQ N UNLESS mcm METER NOTED OTHEPNM. E aSRNICE GUILE TE FIELD ENTRANCE as 6NTRANCE+TRAO SGURRIENT durromr VERIFY LOC. POLER cOTPANr TRAWBFOR'RR NTE"y6TEM DONDNG TERMINAL AT LOW .seee�r VOLTAGE DON ECTIONS PROVIDE ISO AMP', D0440 VOLT, I FNASE SECONDARY-/ 1 14 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. FRONDS B 4 IN C C01-MM (CU) ONCWTE ENCASED FOOTER STEEL PER 1-1,12" DIA SCHEDULE 60 PVC CONDUIT PROVISIONS OR PROVIDE 3 ELECTRICAL PROVISNS OF 71E PISCR &tW 4AS ALUMN" (AL) IN2" DIA SGEDULE 80 PVC UNpO2TION (201T1. CONDUIT LESS SERVICE 16 PROVIDED BY THE ELECTRIC COPIPANY. C400MNATE WITH THE ELECTRIC 8/1" DIA X 8 PT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO MD. AICNITICTS 6 Group. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813-886.2802 BUBDIV. /e LOT: SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODEU 2795—F GARAGE SIRING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXK B III DA 10/30/zo SCALE: 1/4"=1'—O" SiIEET E1 aI IIF I I j I I I I I I I I I I - I I I I I --- 22'-2' - - - - - --- I 12'-b'IF) 12'-II' n L7 42'X b®. III I I TUp 1 i � I .9 I �I I I I --- i AV. I I rt77`I I 27_9• 5,_8. - - 4,_9. 5,_9. _______ OPT � I • ------- -----� a REF. ml 'PLUMB L.t. Ll'v I I _ I I I > m l I a II ---- T 'iOPT I I I FI KITCHEN SINK W/ ' L—____— ----------- AUTO VENT 2' VTR 2' VTR 20,_3, I I 28'-3' _ r-------------- II 1 I IIR 2 2' VTR 2 IR' 7r I 3 N - ;�; n 2 AV 1 1/2 2' �R 21'-9' 711-11',0 � i 2'-6' - -- 25'-S' LAV 2' VTR 1/2' I I/2' I I/2 wC 2' 2 L.T. 3 LAV I LAv SIH1G ) IUC 1/2' 2 ROUGH LAV 2' 2' 3 2 IN q 1/2' TUB / - _ L-- -------- / 3 3• 2 2 eHwae --- - 1 3 INC. we 2 SHWR 4 3 WC LAv StWC a / ----� a co I 1 I � � 2' L - - - _ TO I I MAIN 1 ® l\ I PLUMBING RISER _rwo. 20'-2' - - "v N � I _ N � I 1 I I I I � I -- PLUMBING PLAN SCALE: 1/4' . 1'-0' A R C N IT R C T: 6 G2WOlg 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgigroup.com AA N:0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8W2828 64 FAX: 8134888.2802 suisDiv. to LOT. SILVERADO LOT #16 BLK #13 PROJSCTp 03719.000-16131 MODEL.: 2795-F GARAGE EVnNG: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B men I r o e r J HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL DE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLA68 I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PW 6TH 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALE, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED UT14 ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. PANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLC y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES 1 AIR EVAP. 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 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2h3/16'X2' TAFGCONB UNIT 81MP80N WB ROLL STRAP OR EQUAL 4' CONCRETE 8LA6 SECURE1 1/4'TSTRAP' O IT (2) EXTERIOR WALL y 3/4' PVC CONDENSATE ORAN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSINGUNIT VTRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6714 EDITION (2011) MECHANICAL SLOG. CODE SECTION 301Z.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUW C.O. PLUG FIN. GRADE OR PAVING 1'-81X8' CONC. LIN OR EXTENSION TO __FITTING OR R WASTE AS EXTENSION TO 601E ED OR WASTE AS 240-K J06AM 86000 REQUIRED INSIDE NICKEL BRA66 TOP CAULK PTI/SPEC �NV.��N IY TE AN FLOOR SLAB CLEAN -OUT (TYPN vEXT. GROUND CLEAN -OUT (TYPNiW MECHANICAL PLAN SCALE. 1/4' • 1'-0' ■ 6 Groupg� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdoOgngroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: $13886.2628 FAX: 813886-2802 Dw 10/30/20 MICALM: 1/4"=l'-0" BILE= M1 2X4 TOP PLATE COINR DEAD PRE -FAD TRUSS U2' TMIGTG 2 COAT a' cm m VY CLG. 15OA010 STw+aueAL FOR 00111 Y TOeRAFRBD KS2'o1rlreB MAIGNM NOTE: STUD IN RT5' DIA. SLEEVE, r7A°ONRT 2r�rRc TO F21 ATIAQaID Call Aa rele PARTITIONS SUPPORTING DO NOT CUT Rua 1/2' DRYWALL WALL HUNG PLUMBING REBAR cAuun22RSAl aaaAxrR FIXTURES AND WALL PIPE BaoaR�oo CABINETS SHALL BE NOT Amo oe wr gpNp BEAM DO NOT GUT ync�«sv.raea..u. DOOR . Au LESS THAN T M WHERE SOLID GROUT THE BOND ou TRAAcrxs°ORAOM" oaolR rwesi SPACED NOT MORE w orr..Lao. SECURE DT. 2X,4STUDS °S W/ CU- 19 BEAM "'"a1ND ro STUDS a24' THAN I6' O.G. OR NOT _ +� aAeS Rl000 +� me PLATE TO SLAD l2) COURSE REBARS nRdoucT YERTOA&LY.areal 0V2ft cA0 GOOK ul/ IOd MASONRY OO LESS THAN 2x6, WHERE -- AFWWOVAL Rua TRH By OTWMM my MAP. NAIL A 32' O.C. SPACED NOT MORE rAsieao To y M THAN 24' O.C.°R °aie FIK PLR TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I. OA.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 11.1. TYP. O.H. 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' ,5/9' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD ENEFIGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION LATION WIND W ATTACH WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTWQES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. a' cm in, GYP. WL. BD. / WOOD BASE 0'-0' FIN. FLR�_ — d a m ,a a a. n W/ WINDOW OPENING es FIBERGLASS SHINGLES OVER e80 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON OAJ5. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER 804EDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY NIHAz 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT )LAYERUNDERLAYMENT SYSTEM D1 SCALE, 3/4'.r-C' IS REWIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE If ASTM D 486S TYPE IV, OR ASTM D 6151 GAS LINE THRU BLOCK S, U2•.r� FIDEIBaLASB SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J, OA.B. SHEATHING OR 1, Cox PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS r3 _GARAGE DOOR JAMBS D1 SCALE: 11/2*-1'-0' —2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS B EA. END 2x BLOCKING BETWEEN TRU88ES —PER STRUCTURAL DETAILS— STIFfBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WG.TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FOR'•IS POR INSULATION R-VALUES PER ELEVATION Ir \ BIV GYPSUM BOARD OR IR' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT— -- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR e d a a' oMu n ti. ,a n W/ WINDOW OPENING R-4U INSULATION WINDOW ATTACHMMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS B 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.11 ON J' OAS. SHEATHING OR I' COX PLYWOOD SECURED PER I._,. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS \--WEEP SCREED �--2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING (�:)1-STORY GABLE BLOCK WALL l SCALE: 3/4'-1'-& A R C M I T 1 C T 8 GroupL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigigroup.eom L AA M: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 813-886-2628 FAX: 813$88.2802 so ONIIIIIIII BIIIIIIIII°. >?!UDDIV, ae LOT SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 WO EIU GARAGR 8 WING: RIGHT PAOUC: DETAILS 150 MPH EXP. Vj im 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (1) V2' X S' J-DOLT UV 4' MN. R7DEDh@R UV 2' X 2' X VS' WASHER! 4 NUT OR W/ (2) VJ' X S' ANCHOR DON.TS UV 2' X 2' X VI' U448FER 1 WIT ® SECURS 2.4 ON FLAT TO ELK ® UP MASONRY M41W.8. 2Xb Gi.OLOR DOM ISULK SECURED UV (5) V2' X S' J-DOLT OR ANCHOR BOLTS, UV 4' MN. EMBEDMENT, W 2' X 2' X VS• WASHER t NUT. (1)WTHN W OF TOP, (1) WITHIN V OF THE DTM, (1) EVENLY SPACED. 18 IN m 10 0 m NOTES= ALL ANCHORS SHALL BE IN ACCORDANCETO MANUFACTURER'S RER'S INSTALLATION nuear F:aa� NSTRUCTIONS LLFEIE au= MTiUleea ATiaJaa9dT GARAGE DOOR 1 BUCK ATTACHMENT 4ena. n••rw B' CMU iv DRYWALL 1'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK ❑ W/ Ul(r' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I -A' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING \ DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE= SHIM AS NEEDED TO PLUUM15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A WDIDOU TO BLACK +3 4 OR +5 4 AL : N.T . 2X4:. SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 18. OC MAX SPACING. 2X6:m SECURE TO BLOCK W/2-)W TAPCONS(MIN. SWANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 14 ) WITHIN 8' OF EACH END 4 g. CMII ID' O.G. MAX SPACNCT. Yj• 2X8•m ❑ I'X4' OR SEA BLOCK Ul/!-!(A' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 900 MN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 L I'X2' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JA11B 'M BLACK +1-1 2' n 11D4DOA " BLOCK +1-1/2 ALE= KTA 2X4ae SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y♦') WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' Or —MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGFI SECURESTO BLOCK W/J-W NON-STRUCTURAL V.- TAIRCONke MN. I (MIN. SHANK SIZE J45 EM15EDTAPCO T O BLOCK EMBEDMENT INT MIN. HEAD SIZE 300 NAl MIN. EMBEDMENT I Ya') 'DRYWALL WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING X4' OR I'X2' P.T. NAILER 2X8=m El SECURE TO BLOCK W/2-%, 74' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 pp01¢ JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHN 8' OF EACH END 4 MANUFACTURES DETAILS. IV Or. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1%/lf UDIDOII TO BLJ)CK +1-15/16 " SCALE: KTA. 2X4:- SECURE TO BLOCK W/ ))(a' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACWC MAT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL N)(a' TAPCONS TAPCCN MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) g• C�1lJ WITHIN W OF EACH END 4 K' DRYWALL 18' O.C. MAX SPAiCNG. ❑ I'X4' OR 1'X2' P.T. NAILER CASING SECURE 8E BLOCK WR-11(r' (MIN. SHANK SIZE .145 MIN. DEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') TTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. W O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 4" %1 WD(DOW TO BLACK +2 1 4" E: NLTA 2X4m SECURE TO BLOCK UV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGI4 SECURE µON -STRUCTURAL BLOCK WR-INA'TAPCON TAP" MIN. I -A' (MIN, SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT IV) • DRYWALL WITHIN 8' CP EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. El 2XS, SECURE TO BLOCK W/2-%' TAPC0NO DOOR CASING (MIN. 844A3K SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. ne:a, uar r r�ao ro ra,es,uera =oe „or a.os a•, DOOR JAMB TO BLACK +3' is+l IIDDD0II TO BUCK +3" '-' SCALE: NLTA. 2X4m SECURE TO 15LOCK W/ W(A' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE —ACV MIN. EMBEDMENT I Y4 ) WITHN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WW2-%' NON-STRUCTURAL ))(A' TAPCON6(MN. SHANK SIZE TAPCCN MIN. 1 Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 g, cm 18' OC MAX SPAGMG. J()• DRYWALL 1'X4' OR 1'X2' P.T. NAILER SECURE SECURE TO BLOCK W/J-iE 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 W/12J12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" FE= N.T.S. 2X4m SECURE TO BLOCK WH♦' TAPCONS(MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE t W O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL i(a' SECURE TO BLOCK WA-1/4' TAPCCN MR I-Y4 TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMN MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-114' j(A' O.S.B. X 4' MIN. TAPO" (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. .wo oar A4:a®ao ro rues yesnx+wr oeapA', DOOR JAMB TO BLACK +3-7/18" G 11IND01► 10 BLOCK +3-7/18" 2X4m SECURE TO BLOCK WN4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 STRUCTURAL 2X W O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6as SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL T)(A' TAPCONS TAPCCN MIN. 144- (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE —ACV MIN. EMBEDMENT I Y4') 8' cm WITHIN 8' OF EACH END 4 K' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR Mod' P.T. NAILER 2XBm SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX 8PACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED )4) DOOR JAI® TO BLOCK +3 9/4" H Ir K+39 KTA A■CNITICT: 6 Group12• 441 N. RONALD REAGAN BW LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813888-2802 amnmr ounDIv. at LOT: SILVERADO LOT #16 BLK #13 PitoizCT* 03719.000-16131 MODIDxc 2795-F GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B PRODUCT 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 FSCR 12/31/202D 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 23972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 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 12496.6 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. WOOD CONNECTORS 2017 FBCR 12/32/2020 23904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10531.16 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 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2027 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FOXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-115 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 F8CR 22/31/2020 FL#1535344 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 1Z/3l/2020 FL 5694.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU OCT. DOORS 6'-B" 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. DOOR w/SIDEUTE 2017 FBCR 22/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL5891A-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FLTS216.1-R7 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2071FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2027 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/32/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR W31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINIEIS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 A N C N I T N 6 T S Gr upOiA 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$88.2828 FAX: 819 26802 00 JST;rsO>cv � ><.or SILVERADO LOT #16 BLK 13 03719.000-16131 TIRODBU 2795-F OATRIAGM 8WD9*- RIGHT PAOJ& PRODUCT APPROVAL LISTING 150 MPH EXP. r-m 10/30/20 ISOALTD 1/4"=1'-0" LNlcow D3 PIRI'OR'ED CONTR0. JOINT R.AI'YJt Q CONTROL JOINTS Td BE WIRED TIED TO LATH • S' O.C. MAX (VERTU. NOTE, DO NOT PASTEN CONTROL JOINT TO I, 4 I EVEN F STUD EXISTS BEYOND EXCEPT STAPLES ILV V LBO MAY BE LOW TO TEMP. SECURE! CONTROL JOINT CURNG INSTALLATION -� FAST ' TENERS TO BE SPAC D7 • OL. MAX VERTICALLY TNTN 3 COAT CEMENT URD LAYER 4, PORTIPIBER BUILDING PAPER APPROVED FETAL LATH PASTORD *1' (VERTU OL. MAX AT SUPPORTS UM LAYER at STUCCO WRAP WOOD SHEATHING LATH SHALL NOT ...._ E CONTINUOUS A• TO w I. THROUGH CONTROL \ JONTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM CW63 PROVIDE 2X4 BLOCKING 1103A PLACED RAT MAX. W TO S' "I\ PROM CONTROL JOINT WEN MOM, L FASTENERS FOR LATH TO BE NAILS OR / CONTROL JOINT PALLS ON i STRUCTURAL STUD STAPLES N COFAALIANCE W/ ASTM CW63 2. WON! TIES TO BE M. M) CAT415' WM 3. BLOCKING SHOW MAY BE IN ADD171C \ TO WALL STUDS REOLIIRD PER = / OL itlLp Iteiallm . Pc ®1'OlD OL. A MYO R 2. QIRAN PR. • OLTq.D WNIOe R.A 2 CLAM • 1'r. • POLO Ar ® l PQD NIAIO a R. A a. CREAN aMr.• >A aSAeE a PT. C lPq Pf. C OAR Pr. E TLL Pr. C TgIMa 110rIOM rLANaE M Eorra, 111N0E IPATIIR T1aMr MAL TOLD, OQ II9Iour. .T) R AAN►0 (ea ItMALL 10=ff Af EDrTOM Q RCCP .,.,, M,..tC,)pa SMALL BE LAPPED A MNMU'1 OF 4k4' SELF-ADMERM MEMBRANE y S' • VERTICAL LAPS (ROLL PLASHING (COMPATIBLE UV HOUSE 7� ENDS) a 6' a HORIZONTAL LAPS. ILRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERriCAL LAP TO BE P APPROVED MOUSE uIIIeAP. WITH FOR. IBER SIEATHMG TAPE FLASHSJti TO Ee(TaO ONTO PIPE / P OR LESS PIPE / \ PENETRATION / I' MN LM . KTAL LATH \ CUT AND OVERLAP ONE SIa OF METAL LATH SELF -ADHERING MEMBRANE FLASHING STEP 01 UM LAYER 9, �' THICK, 3 COAT CEMENT STUCCO WtW ( PLASTER METAL LATH T I UM LAYER 9, PORTPIOM W1D LAYER al, FORTFIBER BUILDING PAPER UM LAYER % BUILDING PAPER STUCCO i INSTALL PA6704M (CLIPS. ` WOOD SHEATHING SMAM PIPE AS REQUIRED TO PRM9) MG PIM/U TO SE AM 1 2 -TAPER LAP SCALEr 11R'.1'-0' Q KICKOUT DETAIL Lu eT (NO an 6106 LAPS OF FETAL PLASTER BASES SMALL BE SECURED TO PRAMMG MEMBERS. THEY SMALL BE TIED BEWEEN SUPPORTS WTH 0104T*-114, (121-FM) WRE AT INTERVALS NOT MORE THAN S' (229-I'MI AS PER ASTM CIOS3 IAL FOR REPAIR OP TEARS IN UM LAYERS. TEAR* MAY RS PATCHED W)HOLM ~ TAPE RR MANIP. SPEC. OR PEEL A STICK WOOD STUD* GHUTHNG BUILOMG PAPER v �w L4P STIC(-O sLM 'r HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB LAYER 81, STUCCO WRAP (FRAME ONLY) f THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WRB 4 TAPE OVER ROOFNJALL 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. *kI' SELF -ADHERING MEMBRANE PLASHING (COMPATIBLE tlV HOUSE WRAP MATERIAL) OVER 4k4' SELF -ADHERING MOIBRANE PLA64NO OVER APPROVED HOUSE ~. FLASNtdG TO EXTEab aNTe PIR ` CUT MD OVERLAP ONE SIDE OF ���p SELP-ADHERING MEMBRANE STEP 02 FLASHING STUCCO9~ URD LAYER 4. PORTFIBER BUILOM PAPER METAL LATH Ski' SELF -ADHERING FEMBRME HOUSE Il PLASHING TO EXTC.O ONTO PIPE '4'N4' SELF'-ADNERMG MEMBRANE M-464M OVER APPROVED NOISE WUAP. TL.dSNeJa, TO EXTEND INTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSE~ AIR INFILTRATION BARRdER OVER ELASTOMMC COATMG OVER STUCCO/ C.V. FNISH (SEE TYP WALL SECTION) SECTION PER SECTION RM.7 E1a1rINr IAlllkE etrtl Exterior use of podand cement plaster shell comply Wth the application repU.—thl of ASTM C 926-12A. Installation of ezterlor IsMi g and framing shall comply wI9N ASTM C 1063-12A. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER-.-...- - BUILDING PAPER) METAL LATH x-x-x-x STUCCO Z7 SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-64-7-m5, MIN. 2.5 LSS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R 0 N I T E 6 T f GrouPL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgotgr'oup.00rn AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813.8862802 aaaaaam >sLTHDIV. (/a LfOT: 14 SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODEL"' 2795—F GARAGE aT/ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP B Dw 10/30/20 QCAL.E: 1/4"=1'—O" spEr.w WA1 BACKER ROD BACKER ROD 11 RIS LAYER 1. ArY1� RPIAP INSTALL 6' SELF-ADHERNG MEMBRANEPLAS14NO OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEM EINCE OF FLASHING TO BE: L BOTTOM- 2. SIDES. 3_ TOP VENT CAP 18 TO BE SET IN DEC, OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON L SIDDES,).' CAULKING • JOINT ROUN PER SECTION R703.7 Exbft I& Nna wW D1681srk10 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. ` HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 7, FORTIFIEER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING WRIH LAYER -2, FORTIFIBER BUILDING PAPER WOOD — C'ONBTUCTION —METAL LATH 6' CMU VINYL CASING BEAD 6' RAISED BAND W TO Js W WALL WE[P a 1 6' WIDE STMI. SELF ADHESIVE FLASHING, CLEAN MASONRY DEFORE APPLYING; Z FLASHING &TONE VENEER OVER 6011ATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.I / ASTM C-641-0% MIN, 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE— FLASHNG (INSTALL PER MA'f11F. SPECS) BUILDING PAPER — UNDER 'MICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO "'ICCA4 I V RCVCIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHINCs WRB LAYER 01, STUCCO WRAP WRB LAYER 01, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 7(s' TO N.' M1D-WALL-WALL WEEP SCREED :6' SELF-ADHESIVE FLASHING WOOD FRAMED , k� WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC o=11 Jim F� WOOD SHEATHING UIRB LAYER 9, STUCCO WRAP WARS LAYER 4, FORTIP15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T O.C. MAX VT A)Jr .le -WALL WINE 6' WIDE STRIP SELF ADHESIVE FLA614ING, CLEAN MASONRY BEFORE APPLYING V FWWN • rLOAQPW HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANEFLASHNG OVER BOX AND OVER APPROVED WRB LAYER M STEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIRAP STEP #3 8' STEM' $2 WRB LAYER h, STUCCO WRAP RING ® MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP *4 ELASTCMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP #5 STEP 11(o @)ELECTRICAL RECEPTACLE A 8 C N I T E C T 8 6 Grouol� 1 41 K. KVKALU KC UM 6LM LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813886.2802 >lUBDIV, 8. LOT SILVERADO LOT #16 BLK #13 PROJECT/H 03719.000-16131 MODEU 2795-F GARAGE 81NING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WRB LAYER 9, STUCCO WRAP UUOOp WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER W NAT CHANNEL i' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' OAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED `� 4' POSITIVE DRAIN WOOD SHEATHING _- _ . _ � mere unseen UARB LAYER 9, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER - � DFEREMG AM66-WFIUC-Im ' FLASHING FLWRAPPED • TOP OF WEEP SCREED TO 614EATHMG BELOW r \ i WRB LAYER 9, ' STUCCO WRAP ' �' • a; WRB LAYER 4, FORTIFID I �, i r BUILDING PAPER I F WRB LAYER 9, FLASHING WRAPPED STUCCO WRAP ` ,�± i • CORNER OF CANTILEVER AMICO AM66-��-18m (1lSTOM CASING E4EAD 4' 1 J2 �� / WEEP POSITIVE DRAM SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL. ® CANT. SCALE: I I/2' • 1'-V NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-013, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 02 I k TNICK 3 COAT CEMENT VINYL CORNER BEAD4'POSITIVE DRAMxreeareeenVINYL CASING IBEAD M PIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) Pt.A6TER 9/8''X' DRYWAI-L METAL LATH WREXTURED � PAINTED WOOD SHEATHING FINISH i' THICK 9 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER "1 -WEATHER RESISTIVE BARRIER 4 `i' THICK, 3 COAT CEMENT PLASTER 5/6' TYPE77Tr METAL LATH W/TEXTURWOOD SHEATHING FINISHTHICK, 3HEADER/BEAM PLASTER VINYL CORP. 4' VINYL CORNER DEAD POSITIVE DRAIN urea VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @PRI G,_INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TOM WEATHER RE616TIVE - BARRIER 9 WEATHER RESISTIVE - BARRIER 4 THICK 3 COAT CEMENT PLASTER METAL LATH WOOD ONFATHING EXTERIOR GRADE DRY WALL I' THICK 3 COAT C (SHOWN FOR CLARIPICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO - , I -ADHESIVE FLASHING - - - - - 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET IN PULL BED OF 6' PEEL 4 SEALANT, K' STICK a DRIP SPACE PROM DRIP EX EDGE TO PACE TO TREX DECK )W GAP FOR BACKER I K'XI V's' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD W WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER ���• 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP ®® EDGE 9' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF I jYXI % P.T. OR SIMULATE SEALANT,)J' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTIN 18 FACE TO TREX V GAP FOR BACKE VJNYL CASING BEAD ROD 4 SEALANT WATERROLAYER lot FINISH LATER (2 LATER 4 PEEL 4 STICK) STICK) WRAPPED PROM 3/4 RESILIENT BALCONY DECK TO NAT CHANNEL JANTILEVER THICK 3 COAT CEMENT PLASTER METAL LAIN 5/6' TYPE 'X' DRYWALL WOOD SHEATHING WVTEXTURED 4 PAINTED WEATHER RESISTIVE FINISH— BARRIER 9 WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER n PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM naEP OCREED VINYL CASING BEAD I GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACC98WMES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING l' O.C. MAX. N I WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER C14A CORNER BEAD (9)FRAME 2 1/2, CORNER BEAD (FASTENER 4 SPACING O 9' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY q/ � 7��CORNER BEAD � BLOCK F Yi GAP FOR BACKER ROD 4 SEALANT — VINYL rennv. BEAD . WATER PROOFING lot - LAYER (2 LAYER PEE t STICK) WOOD SHEATHING WRB LAYER 61, STUCCO WRAP WRB LAYER 7, FORTIFIBER BUILDING PAPER-----N, METAL LATH d' TNICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE 7LUMN SHEATHING EATHER RESISTIVE AM\MER wi4m RESISTIVE ARRIER 4 SAP. \ -EEL 4 STICK I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I jF X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTJF MIN. SPACE FROM DRIP FACE TO TREX PEEL N STI 6U5 FLOOR �T1 lj'XI 11' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS A' GAP FOR SEALANT OPT. BAGGER ROD. :, MODIFIED w 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J'THICK, 3 COAT CEMENT / PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESI6TIVE BARRIER n -XTERIOR COLUMN COLUMN SHEATHING 6' SAF I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, jj' MIN. SPACE FROM DRIP WATER P 40OPWA Mt LAYER (2 LAYER FEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN urge w .m= VINYL COIBNER BEAD: / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN !w/"T" 'WT.AcuTWr-) WRB LAY( BUILDING METAL 0 J' THICK PLASTER &'SELF-, FLASHIM DRIP C, WINDOW , -- 15B CASING BEAD ® WINDOW (FRAME, NO BAND. WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoWgngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 8134SM2628 FAX: 813488.2S02 BIINIIIII" PP.Drr DATM 10/30/20 acALE: 1/4"=1'-0" N 11HEICT WA3 WOOD SHEATHING WRB LATER M, STUCCO WRAP WRB LAYER 92, PORTIFIBER BUILDING PAPER METAL LATH --l" J' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING — FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH rEXPLODED �' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WR8 LAYER "I, STUCCO WRAP WRB LAYER 82, FORTIFIBER BUILDT PAPER METAL LATHq::i_ THIM 3 C\.OAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD (& WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Yi GAP TYP d' THICK, 3 COAT CEMENT cA81NG BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH o STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFIBER BUILDING PAPER SIDING r— WOOD SHEATHING WOOD SHEATHING uncO ]-AT rm -1, WRB LAYER 01, \ \ STUCCO WRAP STUCCO WRAP \- CCQ$�I>jj AD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD 6HEATHNG- STW1«lE616rIVE BARRIER �616TIVE 6101P W SELF-ADNERNG FLASHNG STAN" 6TRP— FLASHM6 \-ADFIRRIG 1�11 WE TNER F616TIVE 6DI AP%VM �lSN6T WE R GALVD METAL 'r FLASHING IU� an OOD TWH MO'IDER - YEA2 / \ S. / X 6' 61MULATED TRIM MEMBER \�1 •`•;. / OR Mr447VW SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84.1-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01 STUCCO WRAP UNKATHM WDoo �616TiV! BARIMER WEATHER AEE- WRB LAYER "2, FORTIF15ER mL 60' BUILDING PAPER 6' SELF-ADNBRNG FLA6HNG METAL LATH STARrER6T"— (EXPLODED J° THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD @ RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' - V -0' raa J' THICK, 3 COAT CEMENT SEALANT PLASTER //—::� METAL LATH / � r WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER BEAD (W/6'FLEX15LE PVC— BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------------- -- -------- f -------- --------------------------------------------- Y4' GAP TYP IJ' THICK, 3 COAT CEMENT - CASING BEAD PLASTER SEALANT ------\ . � TO WINDOW METAL LATH tgA MATHER RESISTIVE R 9 T WMIK ABOVE TLAP OP OF 'r FLA6HNG RIMER I^QSS18TIVE �R �616TIVE SAPMALw FETAL FLA6HNG MMta URATHER RE616TIVE BAPMR -1 TO LAP W MIL ABOVE TOP OF •2' R.A6HNG \ / •SELF-ADVIERNG IPLAAAM 6SAAtlREI,C616TIVE SIDING TO STUCCO-ERI�MEelernE ® FRAME TO FRAME @TRANSITION 1 t7 WRB LAYER 02, F-ORTIF15ER BUILDING PAPER 1 WINDOW FRAME WOOD SHEATHING i i I WRB LAYER 01, STUCCO WRAP 1 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE i E-2 BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING ' WRAP ------- —--------------------- —------- —--------------------------------- ---------------------- ��EZ BEAD WINDS W CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO UJRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — I N C NITIC T t gW 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com #: 000332B DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613186-2628 Nk FAX: 813486.2802 IOUDDIV. S. M7 SILVERADO LOT #16 BLK 13 PROJECT* 03719.000-16131 MODEIt 2795—F GARAGE EWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH W. H D TM 10/30/20 SCALE 1/4"=1'-0" 8HEET WA4 A R C N I T R C T S CUT MCU6e ll" AT,** ANSLE MODIFIED m a M Halem~ A'PIROV® Hau6eUAfAP OVER "ATHetl OVER RD GAUD WALL STEP 1 AT EXTEND PSILLIIIIG MN / I.6L \7/\ n.IX1exMBL SILL PLASHIM DO NOT GM BOTTOM STEP 6 T!1`rORb0.Y POLD-U' 4 6EC vxxmwo~ (a TUCK PLAP UND AL HEAD FOLD HOUGEYI N AT JAM86 4 SLOPE SILL R ALIGN PL4SHNG N M. EDGE G! a" RD. PBOUNICALLY FA6TEN FANNED EOeEA (CAP MAU. 6TAMN) INSTALL OUPONT R.E)61RAP A► TM FLAWING AT TFE FOLD HOWEURAP DOM i TAR DUGONAL GVT A ACROSS HEAD CP UBDO16 UPLY y ww"JOW 2r 6EN.AN UT"B6 ANO MPPI.Y TO AFDaU NA LANCE N •RE-P ND 40M OR GMTALL 6• RUDE ADHESIVE BACKED FLEXIBLE PLASHIk MATEWAL OAR DWI- CAP JOINT (PROTECT04111LAP VT-2VXL - CGUV) STEP 8 -``� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS L IT I6 THE CONTACTORS 011e6PONSIBILTY TO VERIFY THE COMPATIBILITY OP ALL PRODUCTS N0.1DN2 HQU*119AP. SEALANTS / SELF-ADHMRM PLA 14 M MATEWALG UND DURING CONS7161LTIGN. 2. SMTALL ALL MATBRIAL6 PM MAN/ACTIVEM UAOTTEN SPECPICATION6 WHENk SEALAM6 MAY REACT ADVRRSELY IF HOT CCHPATOLE. C—LEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF XTERIOR RETROFIT WORK � IR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTFMION BELOW THE WINDOW OPENING INTERIOR PERIMETER Cp WINDOW U - ``SEALANT I Wnocman I FA%: 407-77440T8 www.abdoWg6group.com AA S: 0003325 IF DRAFTING BY: A.B. DESIGN GRO]BLVD. DRAFTING INC 5439 BEAUMONT CENTESUITE 1004 TAMPA, FLORIDA 33PH:2 1.: 813�88-280 >lUBDIV. A< LOT IN SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODELA 2795—F GARAGE 9WWO: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDO FLASHING 150 MPH EXP. B D W 10/30/20 SCALE: 1/4"=1'—O" EIMMET WA5 ! ] '1/8' TEXTURED \0 i' PMIBH • WOOD, 1/2' TEXTURED 7------ { ------- - I 2.6 SUB-BANb, ., FINISH • CMU ! W/I'x4' NOTCH f METAL LATH END, WRAPPED IN i PEEL < STICK METAL FASCIA WRAP WOOD SHEATHOJG OR c, !�\ LAYER I" - DRIP EDGE SSUC40 ONLY) \� UPS LAYER $2, FORTIFIBER -1/8' TEXTURED i (F AIDE ( �n�R FINISH A WOOD I �� 2X6 die BAWD ROOFM CEMENT I/8, 1/2' TEXTURED FINISH ® CMU �`\ % DRIP EDGE !! METAL FASCIA \ METAL KICK OUT I j WRAP Y5' FROM }� © I LAN B ! STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY 10 ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL �CNOT INTO STUCCO) ®ELEVATION ®PLAN A �- '1/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH • CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I FRAME OR CMU x x x x x x x x x x x x x x x X FELT PAPER x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL 3• �U *ROOF CEMENT ROOF EDGE SUB BAND DETAIL® WALL GLARITY ED FOR W/KICK-OUT ►ICNITItT8 6 Gr ulLn. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeelgagroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813886.2628 FAX: 813886.2802 7 aUDDIV de LOT SILVERADO LOT #16 BLK #13 PROJECT/ 03719.000-16131 MOIDEX.: 2795—F GARAGR 8WU4G: RIGHT PAOmWALL ASSEMBLY DETAILS: SUB —BAND 150 MH E 0 4 4" 18'-0" ----TE1---- J IF2-30X30 g.4" 1 ^_ 4" CONC. SLAB 1 w o_ LL 1-30X30 'v c' � —1— ——FM-16X18 EXTEND SLAB 1 1/2' Y 1 1.1 m 22'-2" I o I m I I Im I� 4 1 � 1 fj&t§u8 1—FmR7m 4" CONC, SLAB • w glLL F1-24X24 TE-1 — _ FM-16X18 — 1" PVC CHASE FOR ELEC. @ ISLAND 19'-0" 0'-D" TOP OF SLAB I 4" PVC CHASE EXTEND SLAB 1 1/2" N �A. 8 L — — — — LE-2— — tt *-5 1/2" 1 z Lu 'CON SLAB �� SLAB q W N H SLOPE 1/8" M PER FT. �I 10" 2,-0„ 16,-0„ 2'-O , *:7112" FM-16X18— — FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE --V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, 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. 11,01NDICATES #8 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #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 6-13, USING: F'm = 2,000 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6tb EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x8 W"$.W 1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' LEG EACH WAY. MARK WIDTH LENGTH. THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS IF, - (2)#5s FMC-1Sx18 16" CONTINUOUS 181, - s #5 IN CURB VARIES F1-24x24 24" 24" 12" a () 's (-)8" BELOW GRD TEA 8" SEE PLAN B" - a - 0•-4" TE-2 8" SEE PLAN 7frors - 0'-0" CWC-12X12 12" CONTINUOUS 12" - s #51N CURB VARIES Ft-30X30 30' 30' 12" (3)#Ss (3)#5s (-)8"BELOWGRD F2-30X30 30" 3d' 12" (3) #5'a (3) #5's - 12" BELOW GRD FOUNDATION PLAN SCALE: 114" = 1'-0" A I C N I T I C T i 016 Des�n PH: 407-774-6078 FAX: 407-774-4078 www.abdWgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 813-MG-2802 of SVISDIV. da LOT: SILVERADO LOT #16 BLK #13 PROJNSCT# 03719.000-16131 MOn211A 2795-F GARAGE SUING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY c MONOLITHIC FOOTING } " STEEL REINFORCING IN GROUTED PLAN d a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND . v g0^ CELL SEE FOR SIZE AND SPACING REQUIREMENTSI��ev SPACING REQUIREMENTS m U w �v °I- >" ... GARAGE DOOR J Qr ..I. FM•�. RECESS s K h Z 8" CMU WALL O 8" CMU WALL .° .I I . p CORNER BARS, SAME SIZE AS LARGER BAR uj /n lLLI B' o M 2!O +- 0'-0" IN FOUNDATION WITH 30'LEG EACH ' '.' W U +- 0'-0" •. • TOP OF SLAB d •j' I WAY AT ALL CHANGES IN DIRECTIONS I ... i % 80 THAT THE STEEL REINF. IS CONTINUOUS N tq TOP OF SLAB .. .. [yam-._ • - SEE SLAB SCHEDULE • I S MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR MASONRY EXT. PORCH SLAB TE 48 BAR DIA. 4"CHAMFER (iSTORY) 18" • EXT. PORCH SLAB .•�� SEE SLAB SCHEDULETOP OF GARAGE 4" CHAMFER ` v.CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE L UNITS SET AT ELEV: ro'8" W/ 1/2"ISOLATIONA JOINT (WHERE • '. • - CHAMFER (2STORY) #4 24• W/ 12" ISOLATION (1STORY) 6" CHAMFER (2-STORY)I. •.:APPLCABLE) 0'-0" i SEE SCHEDULE 30, JOINT (WHERE APPLICABLE) Z •y°�,i EE SCHEDULE ONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE #e FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND #7 42" v r�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3l4"=1'-0" 2 @ GARAGECORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" SCALE: 3/4"=1'-a' LAP TOP PLATE A MIN. OF 46" ---�� LAP TOP PLATE A MIN, OF 48" ---�� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE W 00. I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S n NEW REINF. BAR SPACING. SINGLE BTM. PLATE 112"x0" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O d SECURED W/ 2- PART TO BE PT, PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED a g EPDXY. MIN. EMBED PLATE EPDXY 5-12" EMBED. MIN. 16" OC W110d MASONRY SLAg16" GALVANIZED PIPE SIMPSON SPH40R SPH6 MAX. NAIL O/C STAGGERED. ADDITIONAL METAL W/FLANGE @ BASE < O FOLLOW ALL MANF. SPECIFICATIONS FOR BTM AND TOP PLATE CONNECTORS NOT 10: USE AND ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL REQUIRED WHEN NO 4 PREPARATION OF HOLES, DO NOT USE tOd W y UPLIFT IS PRESENT. p,l HOLE. x 3" 0: SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TOLLI J Q Q SLAB W/(4)1/4" X 21/4" p +- p-0° TAPCONS 40 TOP OF SLAB TOP OF SLAB Q 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 $ 6°ALE:3""=1'-0" (NO UPLIFT) SCALE:34"=1'-0 (W/UPLIFT) SCALE: 3/4"=1'-0" SCALE: 314"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ i6d 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 i PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL Irl PROVIDE DBL. TOP PLATE 16"O/C STAGGERED. w C Q W ADDITIONAL METAL D� U CONNECTORS NOT REQUIRED WHEN NO 0: 0. /n UPLIFT IS PRESENT. O o Z m— 8" CMU WALL POURED LINTEL CONT. (TYP.) :. '.'Q•. 8"CMU FILLED CELL (TYP.) e' VARIEB a' 9' 3' TOP OF SLAB I�~—~~ - SEE SLAB SCHEDULE 2X WALL FRAMING +- tY-0" TOP OF SLAB Z SLAB SCHEDULE • 1/2" DIA. SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO as • •# ED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • WALL AND 3i.ATION FSEESCHEDULE 16" O.C. VERTICALLY MAX °•� °D —,D MONOLCENTERED IR THICALLY CALLY WITH • AND SLAB SEE SCHEDULE <�° y„ 11IXd-0ONf .n= FOR WxD, BAR SIZE X,ZE AND BAR QUANTITY ✓ AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATIONWOOD OUPL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 scALe:°=r-o" 9 SCALE: 3/4"=1'-0" UPLIFT) �� FOOTING AND COL. PAD ^ BLOCK WALL CONNECTION SCALE: 3l4"=1'-0" 1 SCALE: 3/4"=V-0" 1 R C N I T e c Tt—I 6 Group. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdeelglgrroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813.888.2802 e[TSDIR di LOT: SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODICU 2795—F GARAGE 8WING: RIGHT PARSE: DETAILS 150 MPH E B A N C N I T B Y-8' 4" g ,-0 12'-0" 18'-11" iv 22'-9' 15'4" ' 28'-7" b, e 4'-10" h in 4 'v N 4 aD N O M Y ro 0 o � a y 'v 4 ao N R A M m N w ry a `v M in M N m ivo O 5 -2" 0? (n=i § U N WU J 7 � H ih v 11 '-0" 4'-4' DOWEL PLAN SCALE: 1/4"=V-0" i -8" 18'-0" 19'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.eom AA 8: 0003325 DRAFTING BY: A.B. DESIQN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613888.2628 FAX: 819-886-2802 el ! unDIV" AC LOT: SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODET. 2795-F GARAGE OWING. RIGHT PAGE: DOWEL PLAN 150 MPH E JB L10/30/20E: 1/4"=1'—O"T 1.2 TIE VERTICAL REBAR O HORIZATIONAL EBAR W/ 10"HOOK OUTED BOND BEAM /�.R TIE VERTK:AL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10" HOOK i e c GROUTED BOND BEAM Ak Z - VARIES PER ELEV. •- � #5 BARS 5 u a Q 41 a 10" HOOK a 4 m ° 4, '•-i- ��° #Q '��'• ° a CLEAN OUT REQUIRED' m IS�J �-0 FOR INSPECTION a O a d 0'-0" FIN. FLR. b _ FEI n TIE ERIZON REBAR a � TO HORIZONTAL .• a.: REBAR W/10"HOOK .M _ BAR SIZE 48 BAR DIA. p> #4 24" #5 30" CMU UNIT DIMENSIONS ©� ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 488Wi DIA, #7 42" HORIZONTAL/VERTICAL HORIZONTALNERTICAL METHOD #4 24" #5 30" �MASONRY SYMBOLS * 3 SCALE:3/4"=1'-a' REINFORCING 2 REINFORCING #7 38" 42" (D SCALE: 3/4"=1'-0" F'A ICI IT ICT81 GrouPOLLc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeNgngroup.mm � AA #: 0003325 � DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PH: 813886-2628 FAX: S19.886.2802 BVHDiv. de LOT: SILVERADO LOT #16 BLK #13 pItOJECTo 03719.000-16131 MODEL: 2795-F GARAGE BWIIWG: RIGHT PAGE: DETAILS %150 MPH EA H of DwHRi� 10/30/20 SCALE: 1/4"=1'—O" SHEET 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' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 10 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .ITT' • 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. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK Q (2) 2X12 0 (2) 2X8 BEAM SCHEDULE RZSZM INDICATES OPENING BELOW I 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (pep SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB7 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS GMN SAFE LOAD - POUNDS PER LINEAR FOOT `ue.4cmn SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Ma e1a0e wq,m rtaas amms enema rite wao-w r2CIs eF24ae ii-ims �� wsa wtiae waste TYPE LENGTH an RCMU TYPE ePrtr e,eeT r+atr snaar r/NT V".v w3atr eraosr w244r W44- r2s,r raa3r eFa9•tr raw 84M (42') PRECAST 2231 aK me Ma aa7 am ew loot 7'� (�) PRECAST 2028 1024 1tS8 T4Y H2'1 PRECAST ,w 2m 3w 4w as om 7m M4w Mti my w4 tow 11w lw aM as 4904 em Ma IM 4'-0' (48� PRECAST low m1 2M3m 4w w, roM at" 1 4'4P (46') PRECAST 788 783 1309 4'41 (439 PRECAST ,m m3m as 4e7a sm awe aM 4906 6113 7547 w4 103H 1100 1m 2m 3w ale 4ero am sore 4'4P (64' PRECAST iSBB too 21W m1 SM 4M SM ON 4'4T �� PRECAST BS7 1079 4'4T (547 PRECAST 1207 aW VV awe 4Ma 4711 UM 210 4M 0113 7w Belt 1=4 11ea 1207 Zoo 2w .me 4M 47„ MM F-C (�9 PRECAST i277 1w 14a Mel as Ma aM 4w Ste' (84') PRECAST 411 471 746 84' (84) PRECAST lots 1n 2M 2w 2m aM 4w Iw am as 7w 1094.1 Ims Im 9m 2m =0 SM 4w 8.10' (709 PRECAST 1002 11M ,iM too 701D as as eM S-19' (70') PRECAST 340 330 616 V-t0' (70) PRECAST m 200 3W em 4135 Im NM 4w 77ee 71M Ma w +w 2m 2w 2m 3M 41a Sd (/e') PRECAST SOS tot MIT am aM um 4m mt Sd (78") PRECAST 807 721 40 W-W (7S') PRECAST m 1 as m1 ON 2177 34M ON as t em m 1m too as 27a mt ma PRFd'JIBT 743 tOH ,m m: 2m ale MM 3m (S09 PRECAST 484 SM 383 T4T Mn PRECAST 72/ 2a/ 4m ta, ,Ta tem as wt em W2.T41' m tot tot 2m fm a2/ >m S4' 11 PRECASTm ( 664 TIR tot aM 34M a1/ as s''4. (117) PRECAST 328 812 290 S-4' (112) PRECAST w 7p 1 W4 W Mr 200D m 1m Iw 2w "m am w w me I Ma 1 100 21194 2M 70'd (128') PRECAST 478 M w tar au 2M Ma me 10'4T (12B') PRECAST 284 401 180 10B 1 (� PRECAST w Vs m tin t0 , m, w too lm am 2 M 4M/ m m 1110 u72 Im 2m 9w ( 3S') PRECAST 114' 1 382 w w tot too 21a im 4m 11'�• (738') PRECAST 20D 482 184 11'1• (138') PRECAST 474 w w t0e7 , Mt ,m w Me +w too im M2/ 4w 4" w t 1M too /M 2,a 774C (144') PRECAST 837 w M ,a4 ,w 211e 2w m470 17-0' (144') PRECAST 244 402 137 17-T (144') PRECAST 40 7a m „ IN w In 1m Im MM 2w 1 302 00 m w Im low MR. 2M tYi• (180� PRECAST 2S8 4"m ,M 140 too MIS 2m 184' (180') PRECAST 217 324 110 1SW (180") PRECAST Me m w 7M w t tot 471 M 1M 14M too a,8 aM 4a 4M rop 1fa 14 too IV-W (188� PRECAST �y 4a m 1w ,m 1w 2tx7 2m 14'4!' (188� PRECAST 208 $B3 100 14'4C (188� PRECAST w m m /a w tot 442 7a 1w 1m Mn M27 as 410 4a 777 1w , ,M7 IV-r (17n PRESTRESSED NR NR NN 7w Mt RR "" "" 14'HI' (178� PF RR 24N B1 14'-0' (178� PRESTRE88ED m m w m m ON M m on M t 1131 17M 4a rot 1M too 2m m7 2N2 1" (184-) PRESTRESSED N.R. to too 7w lw too too Mt PRESTRESSEDN.R.280 p 1" (184� PRESTRESSED m m Ma m 4a w eA we w ell1 too 412 740 I= 17a um as am iT�' WIT) PREHIRESSED NA M NR too at NI too !w 1TJ' (208� PRE8TRESSED NA 7S4 d< 1T-4' a08� PRESTAF88ED m to m m 4M m w mj w W5.4 7M wi.J M t4M w m m ,m m0 too aq 1�,;. MnPRES7REESFD ►LR !el M M M M M Iw mn PREndm® N.R. 748 St 1S 4' Mn PRESIRESSEO 1a 4a m m w 4a 4A m M a, M M7 ,2t1 m 4a w t017 too ,m ImIse 211,t' (2ES") PRES1RE88FD too Mt MR too NI M7 at 21 J' On PRESTRESS® NA 125 42 27V• 018� PRES'IAF88ED in IM w m SIT m US w 40 m m m m 1w 23 IN w m w HN tea +m 27-0' W) PRESTRESSED N.R. aR 1w m 1w ,w Mt too 274T f2041 PRESIREESED N.R.118 40 2Z-V R84') PR STRESSED IA 1a m m m m m Ma w m w m w m 4a m m 714 t047 ,216 ,w 24'4Y (288') PRESTRESSED N.R "R M "" M Iw M rol 2V-V MnPRESiRENE0 N,R 01 33 2W-W O'se9 PAE IN Ia 1ro m w 3" 34P 4a 414 m 4a Ie7 wBI Pa 77e m w Mt a4 too Im (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM WM LOADTABLES' BY CASTCRETE MAY 2018 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE I48TA 10 PER MANUFACTURES SPECI1FICATp2S • PROVIDE MINIMUM 4' OF BEARING PAST EACH SM OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0128.03 _ 8F18-1 TIOM/1B______________ ______-- _ 8F18.1TlOM/OB________T/OM/18�___�____rj1 1 1 1 1 ♦ 6 1 � 1 Im ♦ m 1 1 1� 1Q c ♦♦♦ F c ♦ 1 1� ♦s j ♦ 1 Iu u 4 1 1 m ♦ m AH7 � UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'-4', UNO. 9 AH7E 8F16-1T1OM/1B i I 1 1 ♦♦ 1 ♦ 1 ♦♦ 1 ♦ 1 -- 1 8F16-17/0M/0B 2 i 2 1 � E ......���� 1 `-----1------ —mmmm 1 8F36-1T/0M/1B -- R LL m 2 LL m --------- Z t ---------------- LIFT BEAM PLAN SCALE: 1/4" = V-0" I A N C N I T N C T II GrouoLn 3,441 N. KUNALU REAUAN 6LVI7. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abd"gngmup.com L AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813.88&280Z SVHDIV. Ac LOT SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MOIDZU 2795—F OARAOE SWING: RIGHT PARSE: LIFT BEAM PLAN AND NOTES 150 MPH E DA 10/30/20 SCALE: 1/4"=1'—O" SHEET S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"xr 9 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. qP.\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. NOQ 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#�` ` \•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16" EipY 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM CORNER BAR W/ 30" LAP FOR EACH COUOMITTED AND A EL IS D. THE STEEL NG FOR BOTTTOM COURSE OF BOND BEAM C REINFORCCISE TND H BOND BEAM ISIS E TOBE CONE NUOUS THROUGH THE 1 TOP OF THE LINTEL, VERTICAL RE BAR W/ 1D" HOOK 8" �Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. AL 7. p,05� 8x18 DBL. BOND TOP OF / ,�Y\ • $, Q BEAM W/ (1) #5 BAR BOND SEAM EACH COURSE #\O ND BEAM TOP OF gh W/8(i1)#5 BARI BOND BEAM 30" TYPICAL F = FILLED W/ GROUT a NOMINAL U =UNFILLED GROUT SOLID M TOP LINTEL TO TOP OFO OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT COURSE #5 BAR IN BOND BEAM/(/ SEE NOTE 5 /�BEpAM 8x8 PRE -CAST CONCR A o,\a 16-1 T/1 IYI/ P LINTEL W/ (1) #5 BAR ( PQ�EQ LENGTH OF BAR =WIMASONRY HEIGHNOMIT n 'S, CORNER u o TOP 0 OPENING - r IT IS ERS INTENT BOND BEAM COURSE BEAM DESIGNATION REINFORCING OF BOND BEAM THATXFXX-IT/EMroBINDCATESADOUBLEBONDBEAM #OF#5'S,BOTTOM 8x8PRE-CAST CONCR2 AND XFXX-iT/0M/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND X.- 1T/IM/0B INDICATES DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/0M/0B INDICATES SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)13H6 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW A.300 SIZE MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 28 (MIN 2 X 3) 2.3/16 TAPCON PRE AST `a 14t" OR DRIVE PIN (MIN SHANK WINDOW 512E.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" 6 O.C. MAX. MIN 1-114" O �• EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3M6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL O AS TO ALLOW BENT SI EN300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116" UPPER AND LOWER #6 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA, END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11/r=1'a' C SCALE: 3/4"=V-0" — 3 SCALE: 3/4"=141' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I I I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF �F II / FILLED CELL BOND. BEAM � 0 I) I II I U II G8x8 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 7 76— SCAL 3 = SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=V-0" F-A N C N I T 10 T 81 6 GWCOI n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdeslangmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 lik FAX: 8134MW2802 BVBDM & LOOT SILVERADO LOT #16 BLK #13 PROJECT* 03719.000-16131 MODEU 2795-F GARAGE Bf/ING: RIGHT PAGE: DETAILS 150 MPH EA. H a 10/30/20 BCAL.E: 1/4"=1'-O" BHEET s2.1-A. 0 FRAMING NOTES: y✓� ^ ^ ^ ^ ^ ^ ^ ^ ^ K k k k U U w' u� w Lei 'w 'w u� u� u-i 'w u-1 'w w' w 'w w' 'w w' c� k U U 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE ,t, CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x i 112" HDG NAILS. --u--�---u---v---a------�r---p-- p I q p tl q I 61 N CY IAI IAI IIII II'I CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10dT2 x 1 0d HDG NAILS, WOOD IL WOOD: CJl SIMPSON H10A OR LGT2 W! 10tl x 1 1/2" HDG NAILS, FILL ALL HOLES. CJ1 a IEL pA 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3 1 . x a a a 0 11 II a n a a a n -ftp i a x 11 11 11 11 n CJ3T ` 4 SCHEDULE. gY ^ 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 1 N NI 1 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5 6 �' R p e II 1 1C x a a a a x al a R u p a . L— CJST MANUFACTURER'S SPECIFICATIONS. 1 ELL. I 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A AH7 I 1A ( ARE TO BE GALVANIZED. .1 1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. • e —.: a :. — a AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE — — — — — CONCRETE LINTELS. i -a 'a si®✓a s AH11 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND I I CLEAR SPAN OPENINGS. 2X4 BLOCKINGD.C.OEHALED 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). __------- — ------ L----------------� l i�•R®i S� i � i � i i a� B a'�Ii i�a i i� i �e i a� i RR�i i i�Ts -: i � a i ate a ;� i i � i 3 AH13 DACENTRUSSEB u' . TOE NALID To ADJACENT 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE TRUSSES yy/ (� 18d COMpA0F1 I ( Q SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE NAILS& SECURE TO SM. W/ ,/.... i ... —. sl..: s : s s: _ . _ ....� =...e a _ AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SMP80N LTA2 USED TO BRACE I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL.APPROVAL. �...�..e:�:...�. Laoa.saaaaaa.. .®m..... ..... Ell AH17 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSESSECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATEDems.®:.s.....=.ems FASTENER, ZF 72 POS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. .�. �=a®aa�a�=>�. AH19 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. d.®......s:=ass®laasa a®a®a a - — - a—a—a®a—a AH21 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. I 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS 'I. • . _ . a .....::I... U a as: a(�a:fix s — a — a — a — a n a AH23 NOTED OTHERWISE. I ATTIC IEj ae_:®sa®.®:.a.s»:>el.�aaa = za:�=tea*tea A i I ,J.....----.--- ..�Is.sss®. ..a =.ter-- .®...> - — - I I A TRUSS MANUFACTURER/ ENGINEER NOTES: L'— — — — — — — — — — — — — — J r — — — — — — — — — — , a..®----------. _ .a®_ �a .1.a.a.=aa�p Al 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE I FABRICATED W/ A 2x6 BTM. CHORD(MIN.) — — — — — — — — — 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS s== a . s a �... a as I `I� Al WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. I 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO I a®�. . a . : ®_ . =....l... ... —L Al TRUSS CONNECTIONS. �� 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. Lu . _ . _ . _ L _ �� �R ; _ A2 I I II z I I .I.......L�i..:�. .� �. . . . . . — --..... � A2 _ >I...e..�.sr.�.�:.�. �.� . ..--- .:..�...�... A3 PREFABRICATED 'DOF MAX MA ------.�.-s ---- . .—. —= ........ �.®.�. II A4 I I I I ............. . .. . �.-4...e...—.—L I I I A5 I I ..... — - — - .—. . . .�. �..�...----- . AH23A y/A I / ...a®.a�.:�a a.. .s : :®4.—.ate=—.sees=:,�. AH21A -- L------------/ / ....� .:. ....aa:.... a ....aa= . : AH A \Q a..� mr�a .I ..�. .®. .a®... a s� 21 AH A ATTIC ) ATTIC \\\ i ACCESS ..�....... ....�..�...®... I I AH15A .......a.:.... .. a.e_...®aas. AH13A l .. a........ s.— ...®... AH11A .s.::.�. s-----...—a .seas... AH9A - - 1B to AH7E 1 •i 1A 1 1 O_ gq y GA : ...sue . InI ntl N ...� • ... CH7 N II II N J T'r— o, GEA . xc, x n u .: p w y A �1 pyn pqn ypn a CJ5 q o C.13IEI a i9 w w 2\Q Bu y .J3 9 A A q p p x N N ■ CJ3 CJ1 `�\e v O - -- p a Gil a-- --p - --� - -- --" - - - Cil FRAMING PLAN _ c� ci u7 uS uS w `z'• GGE SCALE: 114" = 1'-0" Gro a-E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgn8roup.com ` AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 818888-2628 FAX: 813486.2802 ELTSDIV" a Ljo SILVERADO LOT #16 BLK #13 PROJECT* 03719.000-16131 MODELo 2795-F GARAGE 81RNG: RIGHT PAGE: FRAMING PLAN 150 MPH Ey. B Dww RINT 10/30/20 ECALE: 1/4"=1'-O" SI;EE'P S3 A-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 31" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 } NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'4' MAY BE ADDED W/ 1Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1A 1B 1C GIRDER CONNECTORS) 4=' 344" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5W GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)10d x 1 r NAILS TO GIRDER, PROVIDE 5" MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) l6d GALV. COMMON NAILS. 1 x2 SECURED W/ I Od MASONRY BONI GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x C, 6", 8" x 4'-0" MAY BE ADDED W110d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A -(I) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t x 5" TITEN HD TO CMU AND (12) SOS 1"x2} TO GIRDER B{l) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SOS 1" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J" x 57ITEN HO TO CMU AND (18) SDS 1" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A -lR 2C TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER iTT4 W/ 5/8" A.B. WITH AIN, 7" EMBEDMENT 0 \ TO SLAB & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/7 NAILS TO POST., WALL W/ 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. �,�GIRDER/WOOD POST CONNECTIONS %,FLOOR TRUSS CONNECTION @ L.B.W. BDALE:3a"=''-0" (NO UPLIFT) NOTCH DEPTH 114*0 HOLE EDGE >5/6" HOLE DIAMETER < 2/5°D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8" BTM. HOLE DIAMETER PLATE < 3/5"D OBL. 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. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV, COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS WI (4) 314" 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) 314"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL `SCALE:—=1'-0' 6'-0" MAX (W/iX4) �R 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/101Od TO TRUSS AND (4)1 /4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1 /4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE:3/4"=1'-0" DIAGONAL .CHORD CING, SEE 4 FOR LOCATION NOT BE !UIRED CHORD OF )D ROOF TRUSSES ix4 BTM. CHORD BRACING 6'-0" O/C —J `—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'41 O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYPCHORD CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE MIN LAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °p CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE FMW SIMCM C96RN. BPN„M A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" OIC C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" OIC E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6" O/C 12" O/C WOOD LEDGER DETAIL v SCALE: 314"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d (IDEA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0T TO 30'-0" (1)'X' BRACE 30'-1" TO 60'-0 (3) -W BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (ASPER� TRUSSENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2"DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE WI 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 1"" O.C. MAX. %K)--PRE-EN`G'D 1 LOCK WALL W/ GABLE END 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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 1 , ALTERNATE MATERIALS SCALE:--=1'-0' A N C N IT N C TO I 6 GrouoL� {41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoWgngroup.com AA #: 0003325 I III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 813886.2628 FAX: 8134 W2602 BtMDM k I.OT SILVERADO LOT #16 BLK #13 P1lOJECTy 03719.000-16131 MoaELa 2795—F GARAGE BwuaG: RIGHT PAGE: DETAILS 150 MPH EXP. B D W 10/30/20 BCAXM 1/4"=1'-O" WMICT S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-O" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 314"=V-9' D SIMPSON H6 W/ (8)Sd COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. J PLATE STRAPS W/ iOd x 1 FLOOR TRUSS OR GIRDER TRUSS 1/2"HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"-f-O" DBL PT 2x6 BLKNG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN P RELEV ELEVATION 0 rZ 0V it PER ELEVATIO 1X2 FIRE -STOP 7 1/41 of #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN SIMPSON A23 41 EA. TRUSS I' Iy��4" r NNLING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL 2X_LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3ON EXTERIOR WALL SCALE: 314"=l'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED MI AS SHOWN DBL 2X8 LEDGER TO CMU WI 1/2"EXP. BOLT 8" CMU WALL AT 18" O.C. AND 8" FROM NI REINF PER PLAN END W/MIN 5-1Y2" EMBED. FLOOR DECK PER ELEVATION O NAILa4G PATTERN K u� PER ELEVATION 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4TO EXTERIOR WALL SCALE: 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. WI (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: @TOP OF FLR TRUSS BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; MI TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) 3l4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) 12d 1'-4" MIN. FROM 2ND. FLR. FLOOR DECK O'-0° TO 30'-0" (1) "X' BRACE DBL 2X8 LEDGER NAILS @ EA. END LINE 2x6 CONT. WI (8)16d NAILS @ ST. OF FLOOR TRUSS 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS "X" TO CMU W/ 12" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX (BT. 2X615 FOR WALL (1) BRACE @ CENTER "X" BRACE DIVIDED EQUALLY 8" CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING SHEATHING NAILER) (2) AT ALL 2x SUB -BAN REINF PER PLAN END W/ MIN 5-1/2" EMBED. i8d NAILS @ 8" O.C. MAX FROM CENTER TO END, UPRIGHTS HIGH TS OVER 1X2 FIRE -STOP AS PER NG) (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC !4„ PER ELEVATION PER ELEVATION PLYWOOD SHEATHING, SEE y NAILING PATTERN "ROOF/WALL/FLOOR 3x O Q� SHEATHING FASTENER SCHEDULE" 0: maE a ffR ELEVATION PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR li DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD 1x2, 2x WOOD FASCIA CONNECTION PER /ENGINEEREDWOOD NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16d @ 12" o.C. REPAIR DETAIL I F FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. SIMPSON HETA-16 @ EVERY TRUSS (VERIFY GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 1 Od SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 @ W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL (VERIFYWITRUSS SECTION DETAIL 1MASO AND APPROVAL SECURED W/(2)12d's@ MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS SCALE:3/4°=1'-0" PRE-ENG FLOOR TRUSSES SCALE:94"=1'0 a W/ HIP RETURN SCALE: 3l4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX O R E TI FOR STRAPPING O VERIFY PRE�ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO SLK W/TRUSS PLAN 7RUgg TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH Wl 1/2" DIA. ANCHOR BOLT W/2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2z8 P.T. U < 1420 LEIS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP Aw 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 . PROVIDE BLOCKING 0. •0 - SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" WASH WEDGE ANCHOR W/ 2" ASHERSETINHIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10'-0"O.C. MAX. EPDXY 5-12"EMBED. MIN. @ 18" 1 0a 10b 1 OC OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL •a•.. TRUSS TO POSTCONNIECT10N O SCALE: 314"=1'-0" :,. ''< A- SIMPSON MTS-12 U: 990 LBS W/ (14) 10d GALV. NAILS. B -SIMPSON HTS-20 U 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 114"XV-SDS, (1) 518" A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST CONNECTION @ L.B.W. S,-�vRUSS PDSTT0SLAsCONNECnM SCALE: 3l4"=V-0" A8B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ SA DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5l8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 6 (26)16d x 2.12" NAILS TO POST. A R C N I T! C T 6 GWNsol n um 14i N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407.77"078 FAx: ao7-naao7a www.abd"vlgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 519�8S-2802 annums ounDIv. At LOT SILVERADO LOT #16 BLK #13 PROJECT# 03719.000-16131 MODEL: 2795—F GARAGE 8`111MG: RIGHT PAGE: DETAILS %150 MPH EXA H rNT -1 a v.: 10/30/20 BCALE: 1/4"=1'-O" spEum S3.1B OASLE-ENO HIP ROOF rF--�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE: 7-10 ZONE 1 = 8.97 PSF (%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: It APPLICABLE INTERNAL PRESSURE COEFFICIENT , 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bid RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE Bid GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bid RINGSHANK, 21/2" 0.120" 170,000 ING (16-20 RINGS SCREW SHANK PER INCH) ad SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL 8 TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. �\ RAFTER ORTRUSS ---�`\ R(1E1F RHFATHIN(: 15MRIOR 8HFATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND Sd 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. TOP & BOTTOM EDGES C� (0 LL Z _cs rn O N . Z N O . Z z N W =Uw Z Q d O 'v Z (r yya ZZ W 2 U' N U LLLI W L) U U in d �W m a SEEM Jim1 MINE 1SINE 1 „ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS . 6" O.C. IN FIELD TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.G.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3141. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WO OD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN BE CHAAIFEREDYY. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 61h EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 11DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 63D-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64JI1. CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 9UBSONGROUHA WHERE INDICATED ON EIASTICITV = 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 BITCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORWWORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SWILL 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 PCP 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. 00 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 WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 66 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' DO, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS- BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS 70 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 -rPIMITCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 10 ps} AND VERTICAL BARS SHALL LAP 8 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 -mn� ricurrenl REVIEW. N P. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - #8 BAR - WOOD TRUSSES. 10 psf BTM CHORD+wn-mnaReM 05 BAR - 3030' 17 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADSFOR THE ROOF PROVIDE 38' z 36' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAMM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF F FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 Psf TOP CHORD 17 psf Al ASPHALT SHINGLES) It 0 psf 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 pat BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR SENDS 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 Pit WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pM WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSSI HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2W, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VOEHHII LE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PSf 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 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 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 Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER WIND UPLIFT VALUER HAVE BEEN BASSOON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED.. S SHOP DRAWINGS IN THE FORM . - RUNNING BOND UNLESS OTHERWISE NOTEDLAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW 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 D-1557, TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT 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 LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH, ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHILL NOT EXCEED S' M-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQIARBAENTS OF ACI 301 AND ASTM Cb4 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE IMMXIAIM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH MS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTHE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 9. FOR CONCRETE EXPOSED TO EARTH AND/ORWEATHER 1-i/Z FOR MiAND SMALLER 2'FOR AB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER YC FOR SLABS, WALLS AND JOISTS W/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL $HALL BE ASTM ASS, Fy = 36 kill FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 kill. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 kill. 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 APPLICATKIN 913E I TYPE SPACING REMMx3 APPLICATION SITE TWE SPACING RE- 1. 1 FURRWG TO MASONRY_WNC. CASE HARDENED WA NAKt1?LONG. e•dD GARAGE__ TO MASONRwLVNC. 11• Np-.ER TAPWN MASCMY S, tt?EMBED.,f ENDDIST., I IY EGGEDIST. BGO, AL EM, DOORS CABS HARDENEO000. fY QC WINDOWIDDONUFASTENED GAPAGEOOORBUOK 12•DA. WI EXPAN9K)N DOLT 21"OlC 4•EMBED., LEND ST.. 1. PT, SEE NOTE NAIL 11&LONG. 9TAGOENED INTO IMSDNiYIGONC. TO MA90NRWCC C. WA9HE0. 3"EDGE DIRT. w_B11CK -ENE- IT Oro WINDOWDOORI1-NED MEnu STRAP TO CONTACT THIS ENGINEER FOR SPACING Ix PT, SEE NOTES M III2'LONG. STAGGERED -N.ueGrnYIGGND. MA9 1GONG. REQUIREMENTS EXT.9WWG DOOR P13/M 'TAPOJNY 1P WC 1 f-M iTEND, -IN. WOOD 1T PAN9Kx1 1'EMBEDA-END IXeOLT 2Y P'C SULK 2x PT, sEE NOTES NO WASHER FASTlER OIST.,I IYI EDGE GIST. WALL TO COAC.9IAB W/WASTER DIST., SEDGEDbT 2n PTWINDOI BUCK pASVPAFA2 POIC A°END. DIST., I ­ PT TO STEEL COL., SEE NOTEe WIWASHER STAGGERED EDGE DIST, 1T .SSTAAPLES 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 WLTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. A N C N I T Be T 86 Group2. '441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M"628 FAX: 813-888.2802 SUHDIV. ail LOT: SILVERADO LOT #16 BLK #13 PROJECTd3 03719.000-16131 MODEU 2795-F GARAGE 121WI11T0: RIGHT PAGE: DETAILS 150 MPH EXP. B 12 JffnJURW DATE 10/30/20 SCwI.E: 1/4"=1'-O" aHES NI CAI\ le'OkA I , t� I ( 3 4,lx' _31