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Home My WebLink About7379 Steer Blade Dr99. 99 . • 0 AMDEN D R 1HORMN • I ' 12602 TELECOM MRIVE, TAMPA, FL 33637 Tal. (813) 740-9720 Fax: (813) 740-9715 w, .�C�p�®�AO111; I �P�G� t 10 REv\� ZEp� R • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 + TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .rLoyIDA BWI /= CODIL gig i 7) • � ]i� � STA� �� *OCCUPANCY — RESIDENTIAI GROUP R3 -CONSTRUCTION TYPE — VB INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=lb0 HPH v6Ba=us MPH •°�03 _ B •1-STORY RESIDENCE •2-STORY RESIDENCE -MAX. HEIGHT A5 PER LOCAL AND STATE CODES ABV. ABOVE A/CAD AIRCONDITIONINGLUMMe. ALT. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD GL CENTERLINE CAB. CABINET ccc. cERnvc CLR CLEAR coxc. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL, DP. DEEP DR. DOOR D.S. DOWNSPOUT Dw: DETAIL DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G./FX. FIXED GLASS F.G. FUEL CAS FIN. FINISH FLR. FLOOR FLUOR FLUORESCENT FG FRENCH DOOR FTTC. FOOTING GA. GAUGE R DISP. GAGARBAGE DISPOSAL GP.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.H. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. M.C. MFR MIN. M.T. SITE.. SITE. N.T.S. O.C. PL P.B. PH. PLY. P PR. P.Y. R. RA. RA. REF. RM. so S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. SL. GL. STD. sws TEMP. THK. T.O.C. T.O.P. T.O. T.O.S. U.N.O. V.P. W. W/ WD. WDW. W/11 W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOrTOSCALE ON CENTER PROPERTY PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIGER AIR GRILL REFRIGERATOR ROOM ROUGH OPENING LNG EXT SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDMc SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERMPPR BD GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION /• CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION M�8� ADDED 150-C ENGINEERING PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—FRONT AND REAR ELEVATIONS "D" PG A3D—LEFT AND RIGHT ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS PG WA2 —WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 01/25AS ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 1R5/19 FIXED DIMENSIONS FOR STUDY AND DINING ROOM /02 REVISE ecx=T cALcs I0A4/19 UPDATED LED LIGHTS PER D.R. HORTON 10/30/19 UPDATED LED DETAIL BUBBLES PER DR. HORTON II/08/19 ADDED FOUNDATION ON GARAGE EiEARING WALL 02A?S20 UPDATED 81MPSON CONNECTORS I.L.O.LISP nAMW ADDED 150-D ENGINEERING • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ.FT. CALC.'S BEGAN ADDING ELEVATION INTO LOT REQUESTS AND MASTER SENT ROOF PACKAGE TO TRUSS ENGINEER FOR TRUSSER IBT FLOOR LIVING 2,836 Sa FT. GAR4GE 6M Sa FT. ENTRY 65 SQ. FT. COVERED LANAI 193 $Q FT. Tara 3,�13 SQ F7. 3/9/20 ADDED FRONT ELEVATION F' PER DRAORTON na/2m GI LANCED ROOM NAMES PER DR HORTON STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG SI.IA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABRITY 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 RFI's 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 BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON TIME DRAWING SET. I R 6 N I T E C T• Gro s0! 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdeolgngroup.com AA M: 0003325 I DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 813.986.2802 SLTBDIV. & I.OT SILVERADO LOT #21 BLK. #14 PROJECT#I 03719.000-21141 MODE19 2795-D GARAGE SWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. PR'NT 12/7/20 DATE: SCALS: 1/4"=1'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION 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 DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN B' 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 AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. 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. 6. 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 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 518 -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 54INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2'THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & 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-C1063.15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A II C N IT IC T S 6 WAR. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesilogroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813.886.2802 911NIIIII� stmDm ee LOT. SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000- 21141 MODEL: 2795-D CARACE 8WINC: RIGHT PACE: GENERAL NOTES 150 MPH EXP. B Ir�11 it Na 1-1 °il° °IRRRRRR'i°�' °'RIRRRRI°iRRRRRII° ° ° oIRRRRRRRII° ° p : :4 EGRESS EGRESS, EGRESS 11' 11 °Too z � � JIRRRRRRRRII°II° '--'--'��ei�'oll°IIRI!i�llla o In GMT N 1 �� ROOM OUR 6• ! -W, ° 1 IU 9 I GLASS POOR ' � ::11' 11 - m � _' moo I ROOM d '� - O i Il i� I '1l r In MEim 0 R1114FE � o. 1 , . o RI 2 o Z - ,o E U i IS _ mi olll°Il�I RBI°1 ` � °JRRRII° ° °IO�R�►RIo ,�1R � � ---------------- �IiIQ3i11 II FLOOR PLAN NOTES II (OR � OFFLLCCR GLAD ,1) TO FACE OACE OF F W%4LL STUD UUX0 - ALL INTBRIOR WALLS AM 3 V UNO. - DRYER VENTED THROUGH ROOF (VTR), NOT 60REENED. - AIR COMPRESSOR BET ON 44X44' POURED CONC. PAD. PAD 15152" S' FROM EDGE OF STRUCTURE. - BEE OHM GN FOR GENERAL AND STANDARD BUILDING NOTES. ALL HABITABLE ROOM TO NAVE ANC' FAULT CIRCUIT BNTERRUPTER .ALL FULL WEIGHT BLOCK WALL6 BETWEEN FILLED CELLS U4T410UT OPBNRIGS ARE 6NEAR ENI.1 6. FLOOR PLAN SCALE: 1/4' . I'-m' IRRRRRRRRRRRI f/3F1�ii/i7.f/i! sQ FT. CAM'S IST FLOOR LIVIYe 2,836 SO. FT. GARAGE 61% Sa FT. ENTRY 65 $a FT. COVERED LANAI Iw SQ FT. TOTAL 3,113 SQ FT. " B EAFOR/EBBD9D��T8 01,131111611111 som Zme N HIRDINU R3W10) AIDTRE FODTAOE MIN. WINDOW 0 5 243/-32.5 CRITERIA EXTERIOR SWING 18 5 23.4/-30.1 DR. MIN. CRITERIA SLID. MIN. 41 5 22.1/-410 CRITERIA 16010 0l4D. 112 5 20b/-Z4.9 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMIKILDAID01ft RADIUS COIRIERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X6' STUDS • 16, O.G. W/ 1/2, DRYWALL 814IM AND SECURE COUNTER TOP ?5 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT -MBAR REINFORCING KITCHEN Q 4 BRACKETS AS B'� C 3 NECESSARY. GADBdET m 2 DL PTS CABINET SECTION OPENING DTL. B SCALE: I!S . I,-0I/2 . 1'-0' �L A R C N I T R C T II 6 GrouPLw. 441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesiglgroup.mm AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.8862628 FAX: 81-14IW2802 BURDIV. de I.OT: SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000-21141 MODEL' 2795- D GARAGE OWING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B DATE, 12/7/20 SCALE 1/4"=1'-O" 8HEET Al SHINGLE HEELHEEC T 9 4' 15R3. HG S' STUCCO BANDING TYP. FOAM CAPS VENEER 9 "v 0'-B GR 9'-4' BRG. HGT. _ 0'-0' FIN. FLR _ 0'-8 G D lll�llllm Ion 1 011 . I � son mill FRONT ELEVATION TEXTURED FINISH NOTE- WALL FENESTRATION FLA 44NG AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINlrW REA OF ATTIC = 3972 SQ. FT. ET FREE VENTILATION AREA REQUIRED = 1/ 300 _QUIREDVENTILATION AREA = 3972 /300 = 13.24 ENTILATION AREA X SQ. INCHES PER FT. (144) = 1906.56 SO, IN. IIN. REQUIRED VENTILATION = SX 1906.56 I UPPER PORTION OF ATTIC 953.28 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - - 9 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) b' LAP SIDING TYP. Im,_B• 9'-4' BRG. HGT. S' STUCCO BANDING TYP. FOAM CAP VENEER 0'-0' FIN. FLR 0 - G D (MIN.) - oS 4 BRG. HGT, 0'-0' FIN, FLR -8 G D lMIN.) I I � I I 18'X30' � I LOUVER LOUVER DTL. A SCALE= I/2.1'-0. �aTuccO - — IQ ANIP RAISED` _ \I I KEYSTONE DTL. B SCALE. 1/2 . I'-0' — — — — — — — — — — — — — — — -- \I I I I I I I S'-4' BRG. HGT. I STUCCO BAND I RAISED I \r CM TO S'-4' AFF. ^ STUCCO FINISH 9 FOAM CAP I � I I I I I I I I I STONE I (VENEER 9 v I :r I I I I I _ 0'-0' FIN. FLR �------------------� G,,)COLUMN DTL. SCALE= I/2I/2 . p DE A NCR I T[ C T 6 Grousol n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWgroup.eom AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 8138862802 ainnnn� PRINT 12/7/20 D. 8CALE: 1/4"=1'-0" 8HEET A2D W-4' BRIG. HGT. 0'-0' FIN. FLR. 0'-8 DE (MI .) --- T-4' BRCS. HGT. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT L-11 El ------ ------ ------ ------ ------ RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT 9'-4' BRG. I-IGT. ,o9'-4' Bps. HGT. -0. A R C N I T R C T R Gro 01Lc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAA: 8138862802 IIININIII amm�n sunDiv. as LOOT: SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000-21141 MODELa 2795- D CARACE IWWO: RIGHT PACE: LEFT & RIGHT ELEVATIONS „D„ It 150 MPH EXF. B PRINT DATE: 12/7/20 BCAL.E: 1/4"=1'—O" 8HEET A3D ELECTRICAL LEGEND SYM. DESCRIPTION 11BSTANDARD SWITCH -WAY SWITCH -WAY SWITCH 4 DIMMER SWITCH 11-111 PUSH BUTTON ISCONNECT T HERI-IOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) IVY DUPLEX RECEPTACLE IVY DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) IVY DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 4fi-_ EXTERIOR WATERPROOF/GFI RECEPTACLE(GROUND FAULT NTERUPTER) IVY QUADPLEX RECEPTACLE ® P EX RECEPTACLE (FLOOR 10V DUPLEX IOUNTED20V RECEPTACLE (4 WIRE ECTOR) L MOUNTED LIGHT NG MOUNTED LIGHT CLG. LIGHT DENT LIGHT AQED ODLIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CPM PER SQ. FTJ ULB LIGHT FIXTURE ULB LIGHT FIXTURE ULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN >===K JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE IOUNT) 'XW FLUORESCENT LIGHT (RECESSED) . x O IREcES6 LIGHT LIGHT (VAPOR PROOF) ING MOUNTED LIGHT WITH J-BOX OPT.FAN UESS CTRICAL PANEL (FIELD VERIFY ATION) CTRICAL METER (FIELD VEIRIFT OX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0VENT FAN (I CFM PER S(S FT.) JACK Q DETECTOR (CEILING MOUNTED) /CARBON® C I I M T ) X IMES P OUTLET FOR dW9ZT OPENER TV JACK -E F65 PORT NOTES, OF TV JACKS 4 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. • GPI 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 M1501A OF Erj,{'R 6TH EDITION 12011). • 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 300,4(BX2) ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMP9 SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING NElBT BE ENERGY EFFICIENT TYFE PER E=, ENERGY CONSERVATIONAL {RESIDENTIENERGY EFFICIENCY) 2011. 6th EDITION R404.1 ----------------- COVERED LANAI j PRE -WIRED CLG PAN AA, K QL Q FIXTURE UIP r l ------ ! ------ \ \\ ISE�// 4.� SD/® I I \I GREAT ROOM j �- 1 I / ISt- I / I �k PRE -WIRED CLG FAN rt.- I � L-----------------DINING �-J ROOM II 1 L II , CLG FAN , PRE -WIRE ' I------------ 1 BEDROOM 3 PRE -WIRED CLG FAN I 1 I I U I ELECTRICAL PLAN SCALE, 1/4' 1 P-0' 0 n j\ LAUNDRY - BEDROOM 1 I I I I �� PRE -WIRED � CLG FAN ■``INN�i , ---------- T"---,] i MULTI-GEN i BEDROOM I I _ I I I / I � � PRE -WIRED � / i I CLG FAN 3�t n(fi---------J ------------- I - , MULTI-GEN I S®\\ LIVING \ ROOM I � I I b I I 1 I I PRE -WIRED i CLG FAN I I L- - - - - - - - - - - - - - - - - J vGFI • 44' if APP. l I CFI m 44' 1 BOLLARD / 1 F--_--- AFF. I efY AS REQ. / I L---- � GODS' WALL MOUNTED / I LIGHT WISLUITC4 IN / I ATTIC / / I 3-CAR I % I I I GARAGE � ------------ \\ CLG. l CUTLET( CLG. GPI OUTLET \ FOR OPT. I FOR OPT. \GARAGE DOOR( GARAGE DOOR \\OPENER 1 `P.B. FOR \ OPENER 1 CHIMES \\ 1 GFI IRRIGATION \ 1 OUTLET \, 1 � -- — — — OPT. L� COACH W P Panel MAIN - A PANEL: 8A6 ap at. breaker VOLTAGE: 120 )240 V -i Ph MART: 150 Amp M.G.B FEEDER: 3. M Cu TMMJ & 1. RB Cu (G) In 1 12' C. OR 3-N2.0 AL T6MMJ & 1-06 Cu (G) In 1 10 C. W1H hM O GaRI — — easan W— it P•M rare i12 1 m EUNer D .111D tom 1 2 .2 2 m MIPian PHP vour D 4 a 6 46ao /CC.U-1 e I2 111 s . r PANEL -A PANEL: 42 ct. taeeker VOLTAGE:120I240V-1Ph MAIN: 150 Amp M.L.O. FEEDER: 3-01 Cu n WN & ,- W Cu (G) In 1 10C. OR 342,0 AL TMNN & 1-16 Cu (G) in 1 1/PC. — — Ylr — Wa6 ca•t61 claw WMN o", em Me hM Win •12 1 m 8maa ,eao 1 2 e000 a0 2 s •12 1 m YtmeMIN••a DN 1am a 142 1 m SNaa Apolelt• lam a tam Yn MHI•r 26 x sle 112 1 m m Y,2 1 m ht 4GU AFd Soo 9 1e 1200 _ m 1 n2 M , m armaFIR•c MF Im 11 12 1w near.of, m 1 .2 n2 1 m /1Yi/L AFC( 1xW 1a N 5000 DWGFI m 2 1,0 114 1 I 6HY Raam n L AFa NO 17 16 S • 1T ,8Im a" m 1 .2 111 1 M SDtC FCI eoo 1a mDaar GFl m 1 .2 11t 1 m Llrlp illlYYha2A1. 12N 21 mIpt•tNrW irbc• m 1 .1 m xBYnmam21 a vo.n Dte. m1 s t•n s c a1 aoPtww+ 20 + .2 n2 s •1B 2 m AA:AML,mta&VAa fibs N 42 40o la aaa.naardwc edaH I'H tum xTIW Lase 1•bm.,pfs,m tYtYYMH (IYM FactorDemand ABBREVIATIONS: AP01: ARCFALLTCIR-1AT01RR2WTSR No: NONCWCDEM_ MI: Oft—FALLTINiD 1ER Ta. Mwaml•tu•a 'Qcta wloo "nIetoo wtNS noes loom MIN Y40i ,a210 TaIr AIL Mta r 1o•A au... LOAD CALCULATION IS WED ON MC NON-COINCIDa2/T LOAD TUY Camtl•e LaN Want aaP10 reen •/2W waa utA Glmwel Lighfing & Receptacle Load talc uG P•Y7 1 FIR D41rY utaaM aw/ .fl. 8385 MIhM,c 1 et BSWA Net 700% 65 TYY OeR,M U a i A•t ryYYlt _ 8450 I I I I I I I I LED LIGHTING LED LIGHTING / ----� @ SINGLE LAV. @ SINGLE LAV. I MULTI-GEN 15EDROOM BATH LAUNDRY ROOM BATH I T11 I — - - - - - - - - - - - 4'9 -" 16 '-' I it I H ° ;p -------------- LED LIGHTING LED LIGHTING ® DOUBLE LAV. Cam? DOUBLE LAV. BEDROOM 2 AND 3 BATH BATH I PROVIDE 37/11) CU, THUN • 1% CU IN 2' CONDUIT OR 3 RM0 AL, THUN • FW CU IN 2' CONDUIT OR 2/0 AL. SER (CONDWT TO TERMINATE ABOVE SOFFIT • OVERHAN30 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE BO AMP DISCONNECT SUATCH AND GOR40 VOLT GENERAL NOTES, M ELECTRIC METER IN I MLO A ELECTRICAL- MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE CA•MPLY WITH ELECTRICAL PROVISIONS OF THE PBCIR &,tI4 PANEL EDma4 (2mn). LOCAL CODES. AND ALL LOCAL PAVER COMPANY REOUIREMENTa —ARP B. ALL CONDUCTORS SHALL BE TYPE TINN/TNW UNLESS MCIS O774EI�dE. METER TELEPHONE SERVICE CABLE TSLSNSIONL� FIELD ENTRANCE SERVICE B(iIRANCE EOUINN'ENT CQIIUTBIT VERIFY LOC. POUER CA'IPA)iY TRNV�OI!'R:R INTERSYSTEM BONDING 7EIFIINAL AT LOW CONB•CTIONS ELECTRICAL SERVICE. PROVIDE S 9COPPER (CU) IN ~ 1 14 CU SERVICE GROUND CONNECTED TO 1412" DIA BCHECONDUIT CONCRETE DULE 80 PVC UIT OR PROVIDE S ENCASED POOTER STEEL PER IN 2AD ALUMINUM (AL) IN 2" DIA SG#DLU.E M PVC ELECTRICAL PROV191" OF THE I &= AAH CONDWT UNLESS SERVICE IS PROVIDED BY THE EDITION (MINA ELECTRIC COMPANY. COORDINATE MTM THE ELECTRIC F....Ax D PT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. A C N I T E C T E Grouse "I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdesigngroup.com AA S: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 813-8862802 aunnm� EUHDIV. k LOT, SILVERADO LOT ##21 BLK. ##14 PROJECT# 03719.000-21141 MODEIa 2795-D GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH ER. B PRINT 12/7, awTE: SCALE: 1/4"=1'—O" aI•IEET E1 HB I I I I I I I I I I I I I I I � I I --- I I - - - -- L----- 22'-2' - I 61 I I II I II42'X I I I I I I 60• II • TUB IO n • m O01 F i I I LAV. AV I I � I I --- in 3i'-I' 2_g• v.S• 4'-V _______ oPT -- - - - - - - � I - -----� _ _ _ _ _ _ _ _ _ _ _ _ M - - - - - - - - - - - - �1 PRE -PLUMB L.T. ZP OPT I --- I__-__-_-_-J �,---- - - - KITCHEN I I SINK W/ L— — — — _ — - - - J I I 2. VTR AUTO PENT 2' VTR 20'-3, II I I IR' 11/2 3 2 2• VTR I 0 I I 2 2 Imo• - AV 2• VTR 11/2 LAV p• VTR 1�. 1/2• WC 2' r2l.-' 2'-6' 25'-9' 2 I IR TUB 3 LAv LAV I 1/2' 2 LAV PRE -PLUMB 7 2. 2' 3. 2 L.T, q I!!' TUB -- L-----------------I v 3 3 2 2 O _ I I/2' WASN. 3 WG SHUN 2 SHWR D--- , 4 3 WG LAV F co of L - - - - - J, TO 2• MAIN Q `" • J I PLUMBING RISER � I N I I HB I PLUMBING PLAN SCALE, 1/4 • P-0' A E C E I T E C T$ I 6 Gasoi 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774.4078 www.abdesigngroup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-986-2628 FAX: 813-886-2802 011llgl�l SVHDIV• a LOT SILVERADO LOT #21 BLK. #14 PROJECT* 03719.000-21141 MODEL: 2795-D GARAGE 8WING: RIGHT PAGE: PLUMBING PLAN 150 EXP. 'cl A 3 PR NT DATE: 12/7/20 SCALE: 1/4"=1'-O" SKEET P1 HVAC NOTES I. ALL MECHANICAL EQUIF'MENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 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 FBC 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 SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. AIR SUPPL AIR HANDLE' EVAP.TRA NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ATTIC O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER T y AIR RETURN W/ (2)-3/16'X2' TAPCCN8 UNIT SIMPSON WB ROLL STRAP OR EQUAL RUCTION AND LIQUID y REFRIGERANT LINES y SECURE STRAP TO UNIT W/ (2) EXTERIOR WALL 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD i REFRIGERANT LINES TO RETURN CONDENSING UNIT NOTE. MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER POOR 6TN EDITION (2011) MECHANICAL BLDG. CODE SECTION 3013.4 HVAC DRAINS COUNTERSUNK SCORIATED NICKEL ///---FIN. FLOOR C.O. PLUG BRONZE FL. PL. / OR WALL 6' �- SEE SPEC. I'-S'XS' CONC. BRASS PLUG I FIN. GRADE, OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING �¢ REQUIRED EXTENSION TO 801E OR WASTE AS WADE 8240-K JOSAM 86000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.VJC OPTI/SPEC V. INV. SITE PLAN ITE PLAN FLOOR SLAB CLEAN -OUT (rTYP) �EXT. GROUND CLEAN -OUT (TYPN TS MECHANICAL PLAN SCALE. 1/4 . I'-0' 701 A I B N I T I C T S Gr esoign U41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesiiMgroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 8222 2802 ,10 1111111111 01111111111 2X4 TOP PLATE 7' PRE-FAB TRU88 10' CLG. BOARD 1,12' DRYWALL — ,, 1tr SECURE MIT . — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' OL. MAX FIN. PLR 2X4 WOOD STUDS 024' or_ BLAB WIC: O I U W. IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN V O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. �1TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'•I'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R8 IDA ON 1' O.S.B. SHEATHING OR}'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 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 45 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=I'-C' "' GYPSUM BOA OR 1/2' HKaN STRENGTH GLG BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. OH. R-4.1INSULATION �SPWINDOW ATTACHMENT PER MANUFACTURES SPECIFICATIONB REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS • 24' O.C. 8' CMU� 'i. 1/2' GYP. WL. BD.— WOOD BASE 0'-0' FIN. FLR. _ _1 1' a < Qa e 4 W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905J.1 ON 0.88. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J, C'-C' FIN. PLR r.1 TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 5L.-5 2:12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 BCALE: 3/4'•I'-V IS REQUIRED. FOR ROOF SLOPES Or 4:12 OR GREATER, lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6l51 ris'a. as ua �w. /TB'\GAS LINE THRU BLOCK r� FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' 0.8.6. SHEATHING OR }' CDX 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 GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-C' i-2X4 OFF 24' OZ. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' MR STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—l__ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRL a d m ea n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS o 24. O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' 0.Oa. SHEATHING OR }' CDX PLYWOOD SECURED PER I.-0, 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 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR n TYP. WALL SECTION NO OPENING [5�1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4' • 1'-0' LV A R C N I T R C T a GrZO= LT LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.ebdesi�group.com AA 8: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 813-88S2802 SuBDM Z LOT: SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000-21141 HODEU 2795—D GARAGE sr/ING: RIGHT PAGE: DETAILS 1.150 JJPH E PRINT DATE: 12/7/20 SCALE: 1/4"=1'70- SHEET D1 J� P.T. 0 CLMTM OF DOOR HEADER SECURED W (U 1,12' X S' J-BOLT W/ 4' M K 81'EEOhQIT W 2'X J' X VS'WASHER 4 NUT OR IN (2) N' X S' ANCHOR DOLTS I �• iX/:SV 10'WAER 4 HUT SECURE 2.4 ON to RAT TO BILK O W/ MASONRY NAIL& 2X6 GARAGE DOOR DUCK SECURED 19 W/ (0)1/!' X S' J-DOLT OR ANCHOR BOLTS, W) 4• MIN. EMBEDMENT, W) 2' 10 X 2' X US' WASHER 4 NUT. (1) WITHN S' OF TOP. (0 WITHIN S• OF THE BTM, (3) EVENLY SPACED. m ® IB O NOTE& ALL ANCHORS SHALL BE IN ACCORDANCE TO M~ACTURER'S INSTALLATION I48TRUCTIONS WHERE SUCH NATRUOTIONA ARE MORE &TIIIIYdHT GARAGE DOOR 1 BUCK ATTACHMENT nN.a• w'•r-r B' C"N 1S' DRYWALL I'X4' OR I'X2' P.T. NAILER ElIx4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-X' INTO BLOCK W/ Yo' TAPCONS PA (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING \` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 1TINDOW TO BLOCK +3/4 OR +5/4 ALE: N.T.O. 2X4:m SECURE TO BLOCK W/ W6' TAPCCNS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8. OF EACH END 4 IS' O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/1-W6' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 B• CM 18' OL. MAX SPACING, �. DRYWAL 2X8,m ❑ I'X4' OR SEGO BLOCK W/2-9(e' (MIN. SHANK SIZE ALAS MIK HEAP SIZE 3N2U0 DOOR MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 L 1'X2' P.T. NAILER CASING JAMB OR WINDOW HTO2XPER MANUFACTURES DETAILS. IB O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" n LfD4D0II TO BLACK +1-1 " E, N.fi.B. 2X4m SECURE TO BLOCK W/ )6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL 9b' TAPCONS TAPCON MIN. 1-Y4* (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 14)' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACI8,NG. I'X4' OR i'X2' P.T. NAILER 2XImo ❑ Tl-)6' SECURE TO BLOCK W/2-U1 ' O.S$. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IB' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15 1p" n 1PINDOW TO BLACK + -15/ S " SCALE: N.T.O. 2X4:m SECURE TO 15LOM W/ V6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN- EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64Nm SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL TAPCO46 TAPCON MIN. I Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) B• cm WITHIN 8' OF EACH END 4 J�• DRYWALL 18'O.C. MAX BPACINCs. 2X8� I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-'1(a' CAN TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 1�4" D 1L1I4D01/ TO BLACK +2 I!4" U- 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE To BLOCK W/J-W.•NON-STRUCTURAL 9(I' TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -400 • C.v MIN. EMBEDMENT I Y49 )S' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. Q 'X4' OR VX2' P.T. NAILER 2XB4 SECURE TO BLOCK 114 46' TAPCONS DOOR CASING(MINA SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER is, O.G. MAX SPACING. MANUFACTURES DETAILS. NOI4 bet A Nip na rays JrR mo wor a. )&-1 DOOR JAMB TO BLACK +3" E . 1111DOW TO BLOCK +3" SCALE: N.TA. 2X4m SECURE BLOCK W/ Vo' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-W&' NON-STRUCTURAL W6- TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8• CMU WITHIN 8' OF EACH END 4 Jf• DRYWALL 18' O.C. MAX SPACING. 2XB:m I'X4' OR DO' P.T. NAILER SECURE TO BLOCK W/2TRUCTURAL 2X SECURE TO TAPCONS(MIN. SHANK MEMBER J45, /(2A2d WITHIN 8'OF EACHMIN. HEAD SIZE 300ND A—.�D 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4)OOR CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' O.C. MAX SPACING.TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F WINDOW TO BLOCK +3* ALE. RT . 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE -ACV MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE I 10' O.C. MAX SPACING, SECURED THROUGH 2X&.= NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Ys' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 IS' O:C. MAX SPACING. •X4' OR I'X2' P.T. NAILER 2XS4 a SECURE TO BLOCK WA-1/4' 'j(�' 0U3.151 X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OP EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. pOR, 41E1 M Nam TO IR•!! JAME fOO nD1 CCRID )♦•) DOOR JAMB TO BLACK +3-7/18" WINDOW TO BLOCK +3-7 18" r' SCALE, N.T.S. 2X4m SECURE TO BLOCK UW4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 MOTE, STRUCTURAL 2X W OZ. MAX SPACING..MUST BE ON OUTSIDE 4 2X64a SECURED THROUGH SECURE TO BLOCK LUA-1/4' NON-STRUCTURAL )W TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' CMU WITHIN 8' OF EACH END 4 Y)' DRYWALL IV OZ. MAX SPACING. ❑ VX4' OR VX2' P.T. NAILER 2XB® SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING IMNL SHANK SIZE J45 MIN. HEAD SIZE 300 Y4 MIN. EMBEDMENT I ) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O.C. MAX SPACING., MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H A BLACK +3 3/4 " AL : KT . in UK A A C N I T! C T 51 6 Gro�uso1� 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 ) DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:11:1 -2828 00 FAX: 8138862802 aUDDIV. ac L071 SILVERADO LOT #21 BLK, #14 PitO•TSCT# 03719.000-21141 MODEL' 2795—D GARAGE a111lNG: RIGHT PAGIC: DETAILS 150 MPH DA= 12/7/20 BC-%XX: 1/4"=1'—O" m*mmT D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) _ - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 114733 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12132/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.2 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 12/31/2020 30441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10S31.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP WOOD CONNECTORS 2027 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXEDGLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 FL#15353-R4 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 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017FBCR 12/31/2020 FL S684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS BA" EXTERIOR DOOR 2017 FBCR 12/32/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2027 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL35216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 1G477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2027 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2027 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 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 6 Gr)eso* n LCI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdaslgngrouP•wm AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813686.2802 BtmDEV. & X.07til SILVERADO LOT #21 BLK. #14 PmojmcT# 03719.000-21141 MODBLc 2795-D GARAGE 8WWG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH W. DAM 12/7/20 BCALR: 1/4"=1'-0" OEMET D3 PIQFOR D CONTROL JOINT - F LANGE OF CONTROL JOINTS TO BE URED TIED TO LATH • S' = MAX (VWJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES III/ %'LEG MAY ME USED TO TEM OFAM CONTROL JOINT . RE DURING INSTALLATION —� FASTENERS TO DE SPACED • T' OG. MAX VERTICALLY i' THICK 3 COAT CEMENT / \ PLASTER /— WRB LAYER 4, FORrPMR / BIIILONG PAPER APPROVED METAL LATH FASTENED 01' (VERT) O.C. MAX AT SUPPORTS UM LAYER R, STUCCO ~ IUCCD SHEATHING LATH SHALL NOT BE CONTIMIOUB v To •• r• To s• JOTHROUGH TCONTROL SHALL \ R BE STOPPED AND TIED AT BACH SIDE PROVIDE 2X4 BLOCKING PER ASTM CIOi3 PLACED FLAT MAX i' TO S' 1J01.4 PROM CONTROL JOINT WHEN NOTEL \ \ / CONTR01. JOINT FALLS ON L FASTFOR LATH TO BE NAILS OR STRUCTURAL STUD EERS STAPLES IN COMPLIANCE W/ABTM CIO63 r 2. URE TIES TO ON (NO. 0) 0O4.18' URE / 1 S. DLOCKNGr SNOW MAY DE IN ADDITIQ:Y \ TO WALL STUDS REQUIRED PER PLAN I, I fell O' M" TYPE CONTROL JOINT OLFOLD IRIWLD. Pr.A ®FOLD Pr. A i CREASE . PL e > C*MAN . Pr. C ® L FOLD SSIAIm • R. A 2. aaASE • Pr. e * CReAW • IR. C 4 FOLA FT. C one Pr. e "J. Pr. D William SGTTOI Rune d� r O SOTTo'I IiN10E eA,eR T. SEAL FOLD. QQ tmcw. K 3 COAT CEMENT 'R O7SPPeN N' 2 COAT M ANTON (CMO oN MTO" IODtO1R R/ _ AT eORG1'T Oa I•DiT NRRSeOT10ln LPL APPROVED BUILDING URAP SMALL M LAPPED A MN"" OF i' A VERTICAL LAPS (ROLL ENDS) 4 i' At HORIZONTAL LAPS. ALL SEAMI6 NEED TO OE TAPED UT14 FORTIMM SHEATHING TAPE // rwxLv.ncrAL UTw \\ LATH VERTICAL LAP TO OE 1' METAL LATH UFD LAYER 9, I STUCCO11 WWM UFB LAYER -J, POWIRDER BUILDING PAPER i SAPER LAP ® KICKOUT DETAIL "y" TIOW MAL tone oR SOLDER DO Q w i w.l u j _ � E NOTE, 810E LAPS OF METAL PLASTER OASES SHALL BE SECURED TO FRAMING MEMDEFM. THEY SHALL DE TIED BETWEEN MS'PORTS UT14 00418-N. (UI-MM) UPS AT INTERVALS NOT MORE THAN S' (22S-MM). AS PER ASTM CROSS UAL POOR REPAIR OF TEARS IN UFO LAYERS, TEARS MAY OE PATCHED UVAOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL A STICK 4'x4' SELF-ADNE$04 PIWIDRANE PLASHING (CO'IPATIDL.E W/ HOUSE WRAP MATERIAL) OVER I. OR LESS PIPE PENETRATION 4• *Sb' SELF -ADHERING MEMBRANE PLANNING (COMPATIBLE U)? HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMDRANE PLANNING OVER APPROVED HOUSE WRAP. FLASHING To EMEND ONTO Pl" CUT AND OVERLAP ONE TIDE OF / SELF-A7IERNG FEFERAtE —/ FLASHING CUT AND ONE SIDE OF ��•�q CT�C STEP 41 STEP 11�1 EP*OVERLAP 02 FLAS14NO RING r7L•r161RANE E3 COAT CEMENT UM LAYER -1 MASTER STUCCO ~ METAL LATH 1FIOER U NA LAYER 4, PORTFIMR � BUILDING PAPER BUILDING PAPER METAL LATH URD LAYER �, SLAW SELF -ADHERING M wMMt4E ELF STUCCO WRAP FLASHING OVER 4'x4' SELF-AMDMMW. MEM KAE INSTALL FASTENERS (CLIPS, PLASHING OVER APPROVED OD WOSHEATHNG STRAPS, STAPLES) AS HOLMWRAP. SE REQUIRED TO SECURE R1dFING TO CME2D ONTO PIPE PIPE/ UPS TO FRAMING J 4'x4' SELP•ADHERNG M RAE D likl FLAbNNG OVER APPROVED HOUSE ~. R-AAWINS To EXTEND aNTo PIPE ' CONT. DEAD OF SEALANT INSTALL APPROVED MOUOEURAP AIR 'FILTRATION DARRIER OVER MEATHNG ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) WOOD STU+IA'%.ILI SECTION PER SECTION 07 F3drlsr ISllen vltl SISYrr2e SHEATHIN Fmww xse of pomand cement Waster shall campy rAth t1w aWlimblon regolrelnenis of ASTM C 926-12K BUILDING PAPERInstallation M eldefbf lelhlrg and ft•mlrg sha2 corrlWr xith ASTM c Noss-12A.STUCCOATHRR PIPE PENETRATION DETAIL (FRA" (E) HORIZONTAL & PAPER LATH DETAIL ` N.T.S. WOOD SHEATHING OR CM WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'XV '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. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER- BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-09, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T R C T R 6 GrotuslO . Aa LONGWOOD, FL 32750 �T V PH: 407-774-6078 FAX: 407-7744078 www.ebdesigngroup.com AA #: 0003325 J DRAFTING BY: NNONNIIII A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813•BBS•2828 FAX: 513.888-2802 sUHDIV. Ae LAT: SILVERADO LOT #21 BLK #14 PROJECT* 03719.000-21141 MODELA 2795— D OARAGE STVIIJO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 hRH DATBt 12/7/20 8CA* - 1/4"=1'-0" s*MET WA1 BACKER ROD BACKER ROD WRB LAYER 11, 9nirr� WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE($) AND DOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO 00 SET IN BED OF SEALANT AT TOP AND 61006 ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 61DE6.YW CAULKING • JOINT ALL AROUND PER SECTION R703.7 Extsrlor lathing and PI Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. I\ HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING OURS LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH V CMJ VINYL CASING DEAD W RAISED SAND 4' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WR5 LAYER "1, STUCCO WRAP) WR5 LAYER °2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHINGUNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT •TOP 4 SIDES GBDRYER VENT (BLOCK) BUILDNG PAPER OVER 'QUICK FLASH' PIPE THROUGHWALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK PLC AVENT PENETRATION SCALE: NTA. ELEC. METER FIELDVERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION FALY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WREI LAYER 0, STUCCO WRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER Ys' TO lb'MID-WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) METERFIELD IFY LOCATION 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 ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER N, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW GUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAAEDGE APPLY E-Z OVER " MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHINGWRB LAYER'I, STUCCO WRAP UM LAYER n, FORTIFIBER BUILDING PAPER METAL LATH • ulOpp N TO WOOD GTRIXTJRAL IR • T'OG. MAX TO)S' MID -WALL ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCKI WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF-ADHERINGMEMBRANE FLASHINGAPPLY SELF-ADHERINGMEMBRANE FLASHINGOVER BOX AND OVER APPROVED OURS LAYER STEP #1STEP #2 N, STULAYER STUGC.O WRAP APPLY 60 MIN - GRADE 'D'FELT OVER SELF-ADHERINGFLASHING OVER APROVED HOUSEWRAP STEF #3 le M MBARANE FLASHING WR5 LAYER 02, FORTIFIBER BUILDING PAPER STEP#�. ELASTOMERIC COATING OVER STUCCO/ GV. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH 5TEP #5 STEP #6ELECTRICAL RECEPTACLE A R C N IT R C T= 6 GroujLa. t41 N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813ZM2628 FAX: 8134SM2802 1111111111 u1i atmDrv. a EAT SILVERADO LOT #21 BLK. #14 PROJECT/t 03719.000-21141 MODELe 2795—D GARAGE IEETIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD 514EATHING WRB LAYER 9, STUCCO WRAP WOOD WRB LAYER $2, FORTIFIDER CONSTRUCTION BUILDING PAPER V4 HAT CHANNEL J' THICK, 3 COAT CEMENT WAG' TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAM nccp or_Pcon WRB LAYER 9, STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER � 6' SELF-ADWEREMG .AD ' FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WIRB LAYER 9, STUCCO WRAP � u � WRB LAYER R, FORTIFIB i BUILDING PAPER i "....-.. 6' SELF-ADHEREING L - /� FLASHING WRAPPED LAYER-[, STUCCO WRAP •CORNER OF CANTILEVER AMICO AMNrb-W9UC-'180 CUSTOM CASING. BEAD POSITIVE DRAM I oasmP aracm NO GAP IN FIELD —I' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE, 1 1/2'-V-V NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / A5TM C-84-1-05, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/ , RESILIENT WEATHER RESISTIVE HAT CHANNEL VDARRIER 7 `I' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH THIICC PLASTER3 COAT CEMENT / IPA l (2) 2x12 HEADER VNYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER n VINYL CASING BEAD i' THICK, 3 GOAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED FINISH WOOD SHEATHING i' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER DEAD VINYL CORP. 4• f PS781TIVE DRAIN u:mmlm ssr�4seon VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D_R IP EDGE INSTALLATION EXT.WOOD FRAMEC WALL SUB -FLOOR DECKING PRE-ENG'D TR.ISS WEATHER RESISTIVE BARRIER 9 (LEATHER RESISTIVE BARRIER 4 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL j' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD Z NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @fAANUILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - ... - BUILDING PAPER) METAL LATH x-x-x-x STUCCO r WOOD 5HEATHINCx SELF-ADHESIVE FLASHING 3' X 3' 26 GA GALV. FINISH LAYER /2 LAYER METAL DRIP EDGE PEEL STICK)— SET M FULL BED OF 6' PEEL 4 SEALANT, JI' MIN. STICK • DRIP SPACE PROM DRIP EDGE TO PACE TO TREX DECK Y♦' GAP FOR BACKER ROD 4 SEALANT I Jf'XI 1Y♦' P.T. OR SIMULATED WOOD ITREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot WEATHER RE818TIVE LAYER (2 LAYER PEEL 4 l; BARRIER 9 STICK) WRAPPED FROM -' WEATHER RESISTIVE BALCONY DECK TO - BARRIER 4 CANTILEVER 6' PEEL 4 STICK o DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP BUD FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET M FULL BED OF y I q'XI i'a' P.T. OR SIMULATE SEALANT, J1' MIN, WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX A GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER l2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED PROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER i' THICK, 3 GOAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD 514EATI4ING W/TEXTURED 4 PANTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE k THICK, 3 COAT CEMENT BARRIER 02 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN uaaes ar�44sen VINYL CASING DEAD y0 GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER FASTENED TO SHEATHING a "I• O.G. MAX. WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER 14A CORNER BEAD Ca? FRAME 2 Irk CORNER BEAD (FASTENER 4 SPACING * 71' O.C.) CMU % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK COLUMN SHEATHING ` WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 4 6' SAF. \ PEEL 4 ST `CK I JG'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I JI' X 3' 26 GA GALv. METAL DRIP EDGE Y� GAP FOR BACKER SET M FULL BED OF ROD 4 SEALANT SEALANT, V MIN SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD 1"? WATER PROOF( bt LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK ® FLOOR I lj•XI Ji' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS V GAP FOR SEALANT r OPT. BACKER ROD. MODIFIED W 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTUREO 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER •2 EXTERIOR COLUMN COLUMN SHEATHING ib' SAF. -I JG'x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I Jf' X 3' 26 GA GALV METAL DRIP EDGE SET IN FULL BED OF SEALANTjj' MIN. SPACE PROM DRIP 'PACE TO TREX WATER PROPPING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T." FT.ACT-TTNf'_1 WRB LAYER "d, FORTIFIBER BUILDING PAPER—� METAL LATH ;' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE STUC1 Ul WRB LATE BUILDING METAL LA d' THICK, PLASTER &'SELF- FLASHING DRIP G< WINDOLI1 , 15B CASING BEAD ® WINDOW (FRAME, NO BAND) WOOD SNEATHIWG WRB LAYER 01, I STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH aJ' THICK, 3 COAT CEMENT (ExPLODED VIEW FOR PLASTER CLARITY) �_ C A R C N I T E C T �� LONOWOOD, fL 32750 --- PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134IW2628 FAX: 8134916-2802 SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000-21141 MODEM 2795-D GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH fXA I PRINT 12/7.20 DATE: SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER 01, --\ STUCCO WRAP \ WIRE, LAYER 02, FORTF115ER EUILDING PAPER - METAL LATH i' THICK 3 COAT CEMENT PLASTER (v'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFISER 1. 5UILDING PAPER METAL LAP; i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW 15C (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 (EXPLODED VIEW FOR CLARITY) Y: GAP TYP THICK 3 COAT CEMENT - ' CASING BEAD PLASTER PLASTER METAL LATH THICK 3 GOAT CEMENT � SEALANT P TO TRIM ' IX TRIM MEMBER METAL LATH a STUCCO TO SIDING TRANSITION WRC LAYER 4, FORTIP15ER ; CUILDING PAPER 77 SIDING WOOD SHEATHING ..,1 a ge.I WINDOW FRAME ' WRB LAYER 02, F-ORTIFIBER WIRE, LAYER 01, WRB LATER M, i -- ��- BUILDING PAPER STUCCO WRAP 'Tf/ STUCCO WRAP 1 � E-Z BEAD VINYL GASII�C, CASING BEAD 1 (W/%' FLEXIBLE PVC BACKER ROD) I 6' SELF-ADHEREMs I FLASHING OR PEEL 4 STICK SIDING TO STUCCO I WRB LAYER 01, STUCCO WRAP,. WRAPPED AROUND FRAMING 18 CASING BEAD MEMBER (CROSS SECTION) I 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING WOO`` N°T T1«r \ MEMBER DETAIL BELOW EXPLODED WDDD «4TM FOR CLARITY WEATI4_R RE61GTIVE BARRIER h`��•�- UEATNER PK616TIVE --------------------------------------------- DAWER 4 9f.'x,r�AL ewNa /i' i \ R6L•AGELP-AD4ERMG ------------------------------------------------- ----------------------------------- L THICK, 3 COAT CEMENT FLA614M Rt�ri f �� I � MERFROISTIVE Y4' GAP TYP PLASTER ` ' CASING BEAD STARTER GTRP ' \� �\ DEATWER �NST� ,% SEALANT TO WINDOW METAL LATH I I \� y 6' SELF-ADFERMG I _ FLA&WNG , GALV'D METAL \ •z�' FLAA6NVV M ' WRB LAYER 02, FORTIFIBER z. R 4°HM6 7 i BUILDING PAPER 6�.6W-tJEnCE0 \ ` I WINDOW FRAME WOOD SHEATHING \ TEp IIIl�OD4iTR mAMEMIEEIt I I a DEAL GAP W/CA "W. \ , OR APPROVED SEALANT ' SIDING TO STUCCO WRB LAYER "I, ® BLOCK TO FRAME STUCCO WRAP 9 TRANSITION 1 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, .._.._.._.. _ STUCCO WRAP u,o� 6�ATMN�—� RE816TIVE—, BARRIER BARRIER -1 WEATHER RESISTIVE ---- - D�(ARRIER 4 WRB LAYER "2, FORTIFIBER YV6x'IIIEVAL�"°"'G� BUILDING PAPER METAL LATH STARTER 6TRP J" THICK, 3 COAT CEMENT PLASTER CASING BEAD @) RAISED 1 "7 A BAND ( FRAME) SCALE: 1 1/2' a 1'-0' a�M BAWER BBAAWER ir �— fLF- HERM6 UEATIER RESISTIVE \\ ` M RLBOETOP OF 7' FLA6HNG WEATHER RE616TIVE CARRIER 9 WEATHER P0616TIVE BARRIER 4 UEATFER REMSTNE CARRIER 01 MAC IE RM) F'VC SIDING TO STUCCO \-HEATHER M6T1VE FRAME TO FRAME BARRIER 19 TRANSITION \ E-Z BEAD VINYL CASING I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER •APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP - - - -- -- -- --------------------------------------- � Z BEAD WINDO W CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — A R 6 N I T I C T• 6 GIfoupa. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.7744078 www.abdesl*Woup.com AA A: 0003325 DRAFTING BY: A-B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2626 FAX: 81"862802 > tmDIV. Z LOT: SILVERADO LOT #21 BLK. #14 PROJECT* 03719.000-21141 MODEIs 2795—D GARAQM BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 KPH E B [PDPAMAF 12/7/20 #.=: 1/4"=1'—O" IEET WA4 CUT HOUSEWI AT 4S' ANGL MODIPED 'I - IN HOWEURJ A-rMPVED MOUSMRAP OVER SHEATHMG OVER sD STUD WALL STEP 1 WSTALL v SELF-ADIERNG ILASHINS OVER NAILING FLANGE AT JAPW EXTEND FLASFIedG MIN/ I• SELOW SILL \J/\ FLEXIBLE PLASHING DO NOT SEAL DOTTCM —� RN STEP 6 TEFPORARILY FOLD -UP 4 SEC IOUSEWSAP (0 TUCK FLAP UND At HEAD FOLD HOLOEIU M AT JAMSB A SLOPE SILL R SMTALL 8' SELF-ADIERING PLA64MG OVER VINYL HEAD RAMiPK (WITH END SMTALL VINYL CAP STEP 7 ALIGN FLASHMG eV MT. EDGE OF SILL RO. MEG(/MICAL.LY FASTlN FAMED EDGES.(CAP TI U, STAPLER) SMTALL DUPONT PLOWRAP AS TF PLASHING AT TIM POW HOUSEURAP' O'C" 4TAP[ DIA6CNAL CUT ACROSS HEAD Q WHOM IPPLY w NOM wwltAIOUS In, ■ SEALANT AT AM" AND NL V4-LY TO SAO IRDOW NAILMG LANCE M LME IDLES OR SLOT MSTALL 8' WIDE ADIENVE SACKED FLE)CIOLE PLA6HN MATERIAL OVER DRIP CAP JOINT (PRORCTO-~ OT-70)CL - EOUIv) STEP 8 `114� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS bkgm IT IS THE CONTACTORS RESPONSIOILTY TO VMVpr TIE COMPATEMLITY OF ALL PRODUCTS INCWDMG HOU@e~, SEALANTS ( 6W-A0I EIIMG K.ASNMG MATMAL8 USED DURING COOTRICTION 7. "TALL ALL MATOKALS PER MAHMACIUI11111RS WINTM SP4CPICATIONB eEALMITB MAY REACT ADVERSELY P NOT ATIOL! CLEAN AND 8EAL JAMS TO SILL JOINTS WITH DOW I" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SNOUM SMALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION SELOW THE WINDOW OPENING SEAL INTERIOR PERT'IETER OF WINDOW WITH SEALANT A N C N I T B C T i 1'1ne`idr� FAX: 407-774.4078 www.abdesigngroup.eom AAC 0003328 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813.886-2628 FAX: 819-888.2802 OI�IIIIIII 91AI111113 SVBDM de LOT SILVERADO LOT #21 BLK, #14 PROJECT# 03719.000-21141 MODEL• 2795- D GARAGE STING: RIGHT Pw"E•'WALL ASSEMBLY DETAILS: WINDOW FLASHIN 150 EXP B PRINT 12/7/20 DATE: SCALE: 1/4"=1'—O" SHEET WA5 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\ 1/8' TEXTURED I FINISH 0 WOOD I �� 1/2' TEXTURED FINISH a CMU / METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY \ ®ELEVATION ,/V TEXTURED FINISH • WOOD, 1/2, TEXTURED FINI6H • CMU METAL LATH METAL FASCIA WRAP Y' OR111000 alu WRB LAYER h, STUCCO U)RAP(FRAME ONLY) WRB LAYER Q, FORTIFIBER BUILDING PAPER y. (FRAME ONLY) 2x6 SUB BAND ROOFMG CEMENT DRIP EDGE ©PLAN B METAL KICK OUT —ROOF KICK OUT REMOVED \` FOR CLARITY - ,—ROOF DECK (BEYOND) X. " � `� DRIP EDGE, I' OFF WALL �lNOT INTO STUCCO) @PLAN A — '7/8' TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED FINISH m CMU 2x6 SUB -BAND W/I'x4' NOTCH 61 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 o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'- V' SCABBED TO TRUSS W/12d NAILS fo'-8' O.C. MAX. 2x SUB -BAND WItYx4' NOTCH B END METAL 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 1 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 FRAME OR CMU x x x x x 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 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 I MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL 3• x x x x /xxx x x x x x x x x x x x x x x x x x x x x x x 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 WALL KICK -OUT FLASHING 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 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 xF,SET OF COMPONENTS) -- - METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE SUB BAND DETAIL ® WALL CLARIITD FOR Wf KICK —OUT 6 GrouSI 1441 N. KONALU RtAUAN ULM LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.com AA 0: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 8134UW2802 �IIhlNlll SILVERADO LOT ##21 BLK. ##14 03719.000-21141 MODZIU 2795—D ASSEMBLY PRINT 12/7/20 wls: BHSET dV AV 50'-0" 19'4" 30'-8" 1 4" 18-0". 27' 2" 4-1 — — — TE1— — — — FM-18X18— — — �//� /i4,-5" IF2-30X30 8'4" 10'-3" 3'-2" 3,_2" 1 i 1 SLAB ~ N a F1-30X30 4" PVC N CHASE fill, T-T 4'-4" 1 i , �e C�Z *-31/2" � FM-i6XF8 EXTEND — 1" PVC CHASE FOR ELEC.@ 1 SLAB 11/2" 4 ISLAND // O 22'-2" 8'-10" 19'-01. I �i 'T 010. i i I M TOP OF // SLAB 3'-2" 1 �i TE1J IIt I % / iE-1 I 4 /J 12 I , m if 1 29'4" 20'-8" �I I I 1 1 1 � -- TE2 I. I I 1 NL TE2 i l, 1 1.1 2,_3„ 5 w i51 1.1 �1 5 6" 2.8" 2 8" 2 1 10'-10" U 18'-10" 1.1 EXTEND SLAB 1 1/2" 1 . —. F1-24X24 N 1 �31/2" 1 "q 1 1 FMC-16X18 4" CONC. u- 1 SLAB 1 1 10" 2'-0' 16,_0" 2'-0" �I p a 4 4 121 I 1 �1 F -16X18 1.1 3 0". 3'-2' T-6" — I 4-7 1 /2" FM-16X18 _ _ F1-24X24 q 1'i u FM-16X18 — — — — — — — — _ T E -1 :) i�� ] - 13'-0" T-B" 9.1.. 20'-0' SLAB 0 --+-T TOP OF SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 3 2. TOP OF FINISHED SLAB SHALL BE +A'-0'. 1A 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. '- 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: L2 PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. a 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. a 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.AINDICATES #5 BAR, MINDICATES #6 BAR,WNDICATES #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 17 OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION 2p C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS �n 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 2,000 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION rnn SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W I AXWI A OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 16" CONTINUOUS 19, - (2)#Fs 16" CONTINUOUS 18" - ( s #6 IN CURB VARIES rFMC-l6xl8 24" 24" 12" 2(-)8" BELOW GRO 8" SEE PLAN 61 - s _ _)0'_4"' 8"SEE PLAN 8" - 1) s (-)0--0" 12" CONTINUOUS 12" - 's#51N CURB VARIES 30" 30" 12" (3) #5's (3) #5's (-)8" BELOW GRD F2-30X30 30" 30" 12" (3) #5's (3) #b's -)12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" I 1 RCN IT B C T 6 Grow Joe 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134;86-2628 FAX: 813486-2802 1stmDm a Lo SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000-21141 MODEL: 2795- D GARAGE 8TIING: RIGHT PAGE: FOUNDATION PLAN 150 MPX EXP. B 30' MIN. EACH WAY MONOLITHIC FOOTING I Z STEEL REINFORCING IN GROUTED � STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND ¢ a O CELL SEE PLAN FOR SIZE AND > rT I - •- (}L SPACING REQUIREMENTS SPACING REQUIREMENTS v G m w < w mm U w ---��•••---�� 1- �v �j °- GARAGE DOOR w RECESS " 8" CMU WALL N O 8" CMU WALL I.� , I CORNER BARS, SAME SIZE AS LARGER BAR .°I I O tO ro i , IN FOUNDATION WITH 30" LEG EACH w U +- 0'-0" ° WAY AT ALL CHANGES IN DIRECTIONS W V) TOP OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS • ° ° ° V RIE MATCH AMOUNT OF CONTINUOUS BARS c CURB FOR a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORY) :� - SEE SLAB SCHEDULE TOP OF GARAGE I°I,° Ifr ¢. v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 0 AT ELEV: W/ 1/1, ISOLATION JOINT (WHERE • • 8"CHAMFER (2STORY) #3 18" #4 24" EXT. PORCH SLAB W/ 1/2"ISOLATION I 4' CHAMFER (I -STORY) I . "`-zrzr---___ 6" CHAMFER (2STORY) ° APPLICABLE) Z SEE SCHEDULE 30" JOINT (WHERE °' • • EE SCHEDULE g FOR WxD, BAR SIZE APPLICABLE) Z ° FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 06 38„ AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS 0e.2 TO 3, PROVIDE 2 BARS), UNO #7 42" r7_'\EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 3/4"=V-0" `@ )EXTERIOR SCALE:3l4"=V-0" CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: 3/4"=V-T 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 WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w ❑ 0.. I No 2 STUDS SEE PLANS FOR SECURE 8T. PLATE TO SLAB W/ 4/F PLANS FOR SPACING. SINGLE > y NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'St8" WEDGE ANCHOR W/7' BTM. PLATE TO BE PT. O a SECURED W/ 2- PART g TO BE PT, PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED a EPDXY. MIN. EMBED I EPDXY 5-112" EMBED. MIN. 0j 16" OC SLAB WI10tl MASONRY GALVANIZED PIPE Q 6', UNO SIMPSON SPH4 OR SPH6 NAIL 18" O/C STAGGERED. W/FLANGE BASE ¢ O FOLLOW ALL MANF, BTM AND TOP PLATE ADDITIONAL METAL 09 C SPECIFICATIONS FOR ANCHORS WI 10d x 1 112" CONNECTORS NOT 4 _USE AND COMMON NAILS FILL ALL REQUIRED WHEN NO m Z PREPARATION OF m HOLES, DO NOT USE 10d m UPLIFT IS PRESENT. w HOLE. x T, SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO LLI ¢ SLAB W/(4) 1/4" X 2 1/4" p p OTC' +_ p•_p" +- TAPCONS IL M QQ- TOP OF SLAB .. TOP OF SLAB •. • 4"CHAMFER (1-STORY) n.- - �� ° ,=° a 6" CHAMFER (2-STORY) � s ° 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 8 5 BOLLARD 6 MONOLITHIC FOUNDATION SCALE:3/4"=V-0" (W/ UPLIFT) BQALE:3""=''-0" (NO UPLIFT) SCALE: 3l4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE OBL. TOP PLATE 16" O/C STAGGERED. ¢ w ADDITIONAL METAL m O CONNECTORS NOT w zi REQUIRED WHEN NO UPLIFT IS PRESENT. y O 8" CMU WALL •' VARIES •' +- 0'-0" POURED LINTEL CONT. (TVP.) •' 8" CMU FILLED CELL (TYP.) TOP OF SLAB I�+SEE SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0" TOP OF SLAB 'a• Z SLAB SCHEDULE o 1/2" DIA. SIMPSON ST82 BOLTS 5" "° MINIMUM EMBEDMENT INTO v C °°° "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND ifi" O.C. VERTICALLY MAX • • m POURED MONOLITHICALLY WITH • - FOUNDATION AND SLAB SEE SCHEDULE FOR WxD, BAR SIZE ��,,,°y SEE SCHEDULE / FOR WxD, BAR SIZE I'116LONf- ;n E /+ r AND BAR QUANTITY 1 ✓ AND BAR QUANTITY- * RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO &_,_�SHOWER 9 FOOTING AND COL. PAD SCALE: SCALE:3/4"=1'0 (NO UPLIFT) 10 BLOCK WALL CONNECTION SCALE: 3l4"=l'-0" �� SCALE: 3/4"=V-0" 1! C N IT EC T S Gro pO-Lm 41 N. RONALD REAGAN B W LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.•bdeWpgroup.com AA #: 0003325 M ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 3363488-2828-086.2802 SVHDIV. Se LOT SILVERADO LOT #21 BLK. #14 PROJECT* 03719.000-21141 MODEL: 2795-D GARAGE FINING: RIGHT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = T-0" A R C N I T e C T• 6 Grou Lc.. 441 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7144078 www.abdoWgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813A88-2628 FAX: 813-888-.2 :1mmommomm&1111g113 rae 12/7/20 ATE:CA=: 1/4"=r-O" HEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10"HOOK GROUTED BOND BEAM VARIES PER ELE i .I .a CLEAN OUT REQUIRED Q FOR INSPECTION e ' I 0'-0"FIN. FLR. -�<- TIE RTICAL REBAR -° TO HORIZONTAL REBAR W/10"HOOK BAR SIZEI 48 BAR DIA. Z #3 18" g #4 24" M U #5 30" #6 36" #7 42" HORIZONTAUVERTICAL 0 REINFORCING SCALE: 3/4"=1'-0" A Z 2v OFFSET METHOD CONTINUOUS BARSIZE 488A8 DIA. METHOD #4 24" HORIZONTALNERTICAL #5 30" 6. REINFORCING #; 42� L SCALE: 314"=1'-0" #5 BARS 01 8" 1. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS U-1 A R C M I T I C T IN ICI PH: 407.7746078 FAX: 407-7744078 mm.abdesIpgroup.coIn AA 8: 0003325 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 Q813886-2628 813-886-2802 ammm� I =I ounDIv. as WTI : SILVERADO LOT #21 BLK. #14 PROJECT* 03719.000- 21141 MODELS 2795-D GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH ER. B hI PRINT 12/7/20 DATE: 8CAL E: 1/4"=1._0.. 8HET E S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"), 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 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 6 DESCRIPTION REMARK 1� (2) 2X12 © (2) 2X8 BEAM SCHEDULE RERM INDICATES OPENING BELOW 1 T.O.S. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�I) SIZE REINFORCEMENT STIRRUPS REMARKS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �^ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH � BUB T4• (42') PRECAST 2231 4'4• (45) PRECAST 10W 4'4r (54) PRECAST 166 94• (641 PRECAST 1217 9.10' M PRECAST 1002 94• (7n PRECAST 0W T4' W) PRECAST 743 94' (112') PRECAST 564 194' (126aPERECEW475, 1747 (1441S4• (IW14'-V (16n 14'4• (17n PRESTRESSED N.R. 194• (184D PRESTRESSED N.R. 17W R0r) PREstRESSED N.R. 194" (23Y) PRESTRESSED N.R. 21'4' (M PRESTR6WED N.R. 274' W49 PRESTRESSED N.R. m=rrm1ZMm=mil N©NmaNONONON00 om0000© mm0000N O��QE!Omm N�N�NONONE.'�J©Nf Ow!m"E'7i'c: ff "gI= mNia�N00©NFL ®N= mz: _!C'!ffm?9Q1 mmovoo© 0movo�� Nmm�00©© mm�000r�r! NO�NONONOONO �m000�CT'! ND�N�N0000 Oml=m""=_ NODN�ONO®0 000momo �00000©o ®�N�N�Nii�N00 0�m1Q7mN®0 NOD�N�NONEaa7 ©�NOmONE,'E70 NN7NONN7N©�N00 �NONN�©NONONO NONO�N©N<�NONO IONONONN�NONONO OWMEMmO"Nall NO�NN��NOONO NONO�NONON©0 NONODNN�NON®N[�7 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS S4' (4:n PRECAST 1025 1024 1W6 4'4' M PRECAST 7W 7W 130E Ib' (54-) PRECAST 502 Wt 1073 94' (64F) PRECAST 411 411 745 8-10- (70') PRECAST 340 330 016 94' (7B') PRECAST W7 721 400 T4' (W7 PRECAST 424 S34 383 94' (11Y) PRECAST WS 512 230 194• (126) PRECAST 254 401 161) ll'4• (136n PRECAST 291) 452 154 12'4' (14') PRECAST 244 402 IV 13W (iW') PRECAST 217 324 110 W0 (1W) PRECAST 2D5 203 100 14W (17C) PRE87RIMED N.R. 254 91 19-C (1"I PRESTRESSED N.R. 259 W "I (20n PREVRE8IED N.R. 114 64 1VW Mn PRESTRESSED N.R. 148 62 21'4' (2W) PRESTRESSED N.R. 125 42 V-V C'S4') PRWTTM NA 116 b 24'4" (266") PRESTRESSED I NA I tm . 414 441 IM 11u1¢ I= I 124'-V (TEES PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �m000000 �m000000 mooNmNvoo NC�NE�ONf�NO®NO ®N�iaTS1 NEa2:! NO ND O NO ®mDOD©O I�©0000©o NC3'Ni' L'1N{`IfNTE" !'C�"NFr"�'1 oomoom© oo�mm�m ��0@Q@100 ' 0�!•NCTN�TIN�Z^_1NQ3t•1�} 1 ©o�ms�r®m■ Nam"'! NE:TI NGT NFiSI NCr_1 N� NR�!! . r„c11©' 1©' Q@�'1@9�c CN� N�Ol�NCTC�1iC�1@1 F7^ NET! Q� NQ'1 NQ'1 N@1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM 'SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE "ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4' OF BEARING PART EACH 810E OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 ---------- ---------------SF76-1T/OM/OB------------- 8F16.1T/--- 8F18-iT/0MI1B---- ---�- 3 0 �4 v �4 v ♦�_ , 1 _ 8F16.1T/OM/lB 0 1 ♦ t 0'-6" I 1 ♦♦♦ i I 1 1 1 ♦ � c 1 ♦♦ � � of ♦ I 1 ♦ ♦ 1 ♦♦ 1 ♦ ♦ 1 ♦♦ i ♦ I 1 ♦ ♦ 1 ♦ I Y 1 1 1 1 1 1 1 1 1 1 6 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 j 1 ol. 19 ♦♦ Im ♦ i s I ♦♦ t ♦♦♦ LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 9'4", UNO. I 1 1 1 1 J# 1 � � 1 � 1 1 0, I 1 i 4► 4*� I 1 1 I i 1 1 i ' � 1 4* IT/OM/OB l 1 i �� 1 f., 1♦ 1 l 1 I♦♦ ♦ ♦ I 1 1 FH5 I ♦♦ ♦♦ 1 1 i ♦♦ ♦Y 1 1 1 ♦♦; 1 1 8F36-lT/0M/08 1 ; 8Fi61T/0M/0B l-- - ---------�------8F36-1T/OM/1B `-----♦------�`----------1----1--------------J 8 1 LIFT BEAM PLAN SCALE: 1/4" = V-0" A N C N I T 1 C T S GroUuupm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-7744078 www.abdosigngroup•com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 6134916.2628 FAX: 813486-2802 9�INII� u B Dde TAT SILVERADO LOT ##21 BLK. ##14 PROJECT1p 03719.000-21141 MODELA 2795- D GARAGE OWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B fRA 12/ 0: 1/4"=1'-0" s2 NOTES TO THE INSPECTOR/CONTRACTOR WIZA TYR TIX8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e IGHT �a0 REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"xl6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. Q" , 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. / VERTICAL REBAR W! 10" HOOK / �5 ��O Bx16 DBL. BOND TOP OF BOND BEAM BEAM W/ (1) #5 BAR a EACH COURSE •\O� G 8x8 BOND BEAM TOp OF BOND BEAM • E�\� WI (1) #5 BARJOF 30" TYPICAL YC F = FILLED W/ GROUT -(\AO U =UNFILLED GROUT SOLID FROMTOP �j1\O NOMINAL LINTEL TO TOP OF BOOF OPENING # OF #5'S, IN 2ND BOND #5 BAR IN BOND BEAM WIDTH BEAM, IF FILLED LINT BEAM COURSE SEE NOTE 5 �j// /� K. X4. 0 �16-1T/11V1/ B LIN ELL W/xa A(S#50BAR( HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIMASONRY OPENING-2"IT CORNER IS THIS ENGINEER'S INTENT BONDBEAM COURSE ORBEAM DESIGNATION REINFORCING OF BOND THAT XFXX-1T/1MroB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRAND BEAM XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O SEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX- 1T/IW0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING ANDXUXX- 1TNM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)13l16 AT HIGHER ELEVATION SHANK SIZEA 45 MIN TAPCON OR DRIVE PIN (MIN WINDOW S ZE 300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN PRE -CAST 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILLMIN EMBEDMENT 1 i14") B"LOPE gel FROM EACH END AND 18" 7 O.C. MAX. MIN 1-1/4" `Lg EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SWELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1!4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BILK. EA, END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS °* ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11n"=,'a' 5 BQALE:34"=,-0' 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER I BAR, 30x3O TURNED UP O I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II / O I I 8x8 CMU PIER PROVIDE #5 BAR Wl 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 SCALE: 3/4"=1�-0" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" Ira 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813H888-2628 FAX: 8134M&2802 euDDIV. de L+OT: SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000-21141 MODELa 2795- D GARAGE 8WITTG: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1DA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ✓� U O CJ w w 'w 'w 'u/ w 'w w' w IUD w W Lu 'w CJt CJ3 CJ5 to --n--li -v--rr--71--�r --rr---x-- I- N11 it N I I N N N N N N N N N N N N 6-N N II 11 iC 111 11 N N N 11 11 3.1 AH7 n --�-�-- NI N N N N N N I Ili N It It .1 i I I ® e i-------Zt -- - - -- =4= -aaae- sazaoQiaa®�i a c s77 - imaailma • 2,.o a�� - s 3�s�1 wo I - I I 24 ONABIDTOADJACENT - - - - - - - - - ----a- - - L-------_--__-__J i �-a18a�mS �3 a�3-:asp =_�amism s�s �: TRUSSES W/ (2)18d COMMON NAILS BSECURE TOBM. W/ SIMPSON LTA2 USED TO BRACE Js-------.a .ml-:�s�::�xae>eaarses � -... TOP OF WALL. 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I I J-.-.-.-----.L® tiA I I ........- e -----.----m-6— ---_- --_ L-----------------J ...... e...... e - 22x--------- ' 54 E ATTIC Lccc'L�---sue--- ------------ --------- CJl CJ3T CJ5T AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 A5 AH23A AH21A AH19A AH17D AH15D AH13D AH11D AH9D D1 D1 D1 D DGE C CGE FRAMING PLAN SCALE: 1/4" = T-0" A N C N I T E C T f Grou in LONGW006, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesiglSroup.com ` AA 8: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813.886-2802 styBDM & LOT: SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000-21141 MODEU 2795— D GARAGE ®WING: RIGHT PAGE: FRAMING PLAN 150 YM E B I. PRINT 12/7/20 DATE: BCALJ 1/4"=r-0" aEaEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE A R C N I T E C TIN C 24" O/C, SUBMIT SHOP "ROOFIWALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d z 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # I100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNdALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" (12)16d x 1 }'NAILS TO TRUSS GIRDER. x 1 R NAILS TO W/ 8" z NAI MAY O ADDED FASTENER SCHEDULE" TITEN 2 ANCHORS TO LINTEL Design DBL STRAP, 1 EACH SIDE WRAPS UP AND GNiDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE Grou LLQ C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDRIONAL PLY MAX. TO (16) 10d x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" x E CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) EDONSIMPSON (2) SIMPSON HETAt6 TRUSS ANCHORS 6", 8" x NAILS, MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE INSTALLED ON PRE-ENG TRUSS W/ tOd NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF 3441 N. RONALD REA IAN BLVD. WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/1010d TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX TO A-(i) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 1/4" PH: 407.774$078 ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SE 2x WOOD FASCIA FAX: 407-7744078 ANCHOR REQUIREMENTS. WITH (4) J" x 5"TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL gl7group rnm SEE ARCHITECTURAL www.abdesi 2z SECURED W/ (3)16d }" x 2 }" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH AA #: 0003325 W SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2)�' x 5" TITEN HO TO CMU AND (18) SDS } x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING BY: 12" O/C FOR REVIEW 2x SECURED WI (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2)}" x 5'TITEN HD TO CMU AND (18) SDS }" x 3" A.B. DESIGN GROUP DRAFTING INC. 1x2 SECURED WI 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. MASONRY BOND BEAM CALM. COMMON NAILS SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE 12" O/C SOLID, 8" EACH WAY OF BOLTS SUITE 1004 TAMPA, FLORIDA 33634 A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. PH: 813$86-Z628 B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART FAX: 813588-2802 C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR : 1A 1B 1C SCALE: �� o GIRDER CONNECTOR(S) 2A 2B 2C GIRDER CONNECTOR(S) 4 (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O,C. (AT SHEATHING W/ 10dxl/2 HDG NAILS 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) @ EACH END. TOTAL OF 10 30'-1"TO 60'-0 (3)'X" BRACE �. (1) "X" BRACE @ CENTER SECURE 2x8 PT. PLATE R ELEVATION TO BLK W/ FLOOR 6'-0" MAX (W/1X4) a GIRDER FROM CENTER TOEND. EQUALLY ANCHOR BOLT DIA. T W/ 2" 12R 10'-0" MAX (W/2X4) WASHER SET IN HIGH a a ♦ m m t. m m *' 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PER ELEVATION MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS STM. CHORO P.T. PLATE W/ 12d's 8" 5/8" GYPSUM BOARD OR 1/2"HIGH PLAN FOR LOCATION RACING, SEE O.C. MAX STIFFBACK (ASPER e STRENGTH CLG. BOARD 4 7 U 0- MAY NOT BE TRUSS ENG) CONT. 2z4 SECURED WI iy a REQUIRED TO BE INSTALLED EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) i6d TOENAILS 10'-0" O.C. MAX. HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF I� DOUBLE TOP PLATE MIN. 7` EMBEDMENT WOOD ROOF TRUSSES s TO SLAB & (18)16d ■ O 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., SEE SCHEDULE FOR _ WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM RED. PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 4 • tx4 BTM. CHORD BRACING 6-10" 0/7 END WALL OR OTHER 112" GYP. WL. BD. - MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF °., q� n. 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. t BTM. CHORD BRACING 7 SCALE: 3/4"=l'-0" V PRE-ENGD TRUSS GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" 1a• G 5 FLOOR TRUSS CONNECTION @ L.B.W. CENTRAL SPACING G SPACING * SCALE:3/4'=l'-0" (NO UPLIFT) SEE SEE CHEDUL SCHEDULE EE FRAMING PLAN 6" 7" 7" 6" 7" 7" 5" 5" 5" CJ w O - SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1!4`D HOLE EDGE >5/8" HOLE DIAMETER 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE BOLTED INTO GROUTED CELLS, B"ALL AROUND USED SO LONG AS THEY CONFORM TO THE FOLLOWING 91U1311M & LOT SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000- 21141 MODE:: 2795-D GARAGE EWING: RIGHT PAGE: DETAILS 150 MPH EXP. B < 2/5 D SGL. STUD - 2 2. END OF FRONT AND REAR LEDGER SHOULD OUTER 1/3 OF cO LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS IT SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A 8 Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5'8" cO 'g CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"` SIMPSON TITEN BOLT/J-BOLT, 5" MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA. x 3" MASONRY SCREWS MAY BE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REWIRE B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (22) l6d 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" 01 MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28.2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" BTM. HOLE DIAMETER MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. PLATE < 3/5`1) DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLTSIZE S'MMSPACM CENRLALVACMG A DOUBLE 2x8 1/2" w O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/' 8" O/C 24' O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" S" O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 6� SUBJECT TO Fl AND F2 FORCES. Giy L L a PRINT 12/7/20 DATE: 11 ALTERNATE MATERIALS aCALE: 1/4"=1'-O" AND BORING LIMITS ET 10 8 scALE:11n"=r-0" WOOD LEDGER DETAIL SCALE:3/a"=r-o" allE�''y SCALE: 3/4"=1'-0" S 3 • IA FLOOR DECK CM 2x6 PT TERMINATION ACKW1( SECURED O BLOCKING SECURED ON WALL 2x4 H TRUSS EACH TRUSS W/ (3)1 Bd COMMON W/ (6) 3/16"' x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0" SIMPSON H6 W/ (B�d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END Of "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 GIRDER TRUSS 1/2"HDGNAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE:34"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN P R TION N U Kw PER ELEVATION 1X2 FIRESTOP , „" a ,--� NI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF 3/4NAS SHINE OWNFF 2x6; NI SIMPSON A23 EA. TRUSS 1' �V/4" NAILNG PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE 2X_ LEDSCHEDULE GER SEE SECTION DETAIL AT TRUSSES BEARING p ON EXTERIOR WALL 3 SCALE:34"=1'-0' #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI ASSHOWN D8L 2X8 LEDGER j11111Np11 CMU TO Cl AT 16" .. ! AND 8" FROM MI 8" CMU WALL END W/MIN 5-1/2"EMBED. REINF PER PLAN LLFLOOR DECK PER VATION /4 N z NAILING PATTERN O] Rw R ELEVATION N PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24" M FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-V' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST 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 FUR TRUSS BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; ` 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) 12d 1'-0" MIN. FROM 2ND. FUR. FLOOR DECK 0'-0" TO 30'-0" (1) "X" BRACE DBL 2X8 LEDGER NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS @ BT. OF FLOOR TRUSS 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER B" CMU WALL TO CMU W/ 1/2" EXP. BOLT NI Bd RING SHANK NAILS @ 4" O.C. MAX INTO BLOCKING (BT. 2X61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL REINF PER PLAN AT 16" O.C. AND 8" FROM END W/ MIN 5-1/2" EMBED. 16d NAILS @ 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 !IRE -STOP (AS PER TRUSS ENG) PER ELEVATION DEC /4" PER ELEVATION PER ELEVATION PLYWOOD SHEATHING, SEE NAILING PATTERN "ROOFANALL/FLOOR V) 3 ZF.L.00R SHEATHING p QFASTENER SCHEDULE" KPER PER ELEVATION PERELEVATION SEE TYP. TRUSS CONNECTOR ELEVATION' DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" ME -ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE tx2, 2x WOOD FASCIA CONNECTION PER TRUSS MFG. NAILER W/ MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) SEE ARCHITECTURAL 2x SECURED WI (3)16d ENGINEERED WOOD @ 12 D.C. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 0 GALV. COMMON NAILS. TRUSSES @ 24" O/C, REPAIR DETAIL I F BONG BEAM RED. BOND BEAM REQ. EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS iX2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C AND APPROVAL AT TRUSSES PARALLEL _' O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL SECURED W/(2)12d's@ MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS J scALE:3/4"=r-a' PRE-ENG FLOOR TRUSSES 6 7 SCALE: 3/4"=V-W W/ HIP RETURN scALE:3r4"=r-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE•ENG AT FIRST TWO BAYS 4'-0" O.C. (AT RE-ENG'D WOOD Q PTR SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING USS (fYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX Q PER NATION FOR STRAPPING Q VERIFY PRE-ENG ROOF TRUSS SECURE 2z6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON 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 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 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 DEL. TOP PLATE • O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL B0. o• AND TOP PLATE ANCHORS W/ 10d x 1 i/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2X4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2"xW WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH ^ TRUSS/WOOD POST COSCANNECTIONS §; TRUSS TO BE INSTALLED @10'-0"O.C. MAX, EPDXY 5-1/2" EMBED. MIN. @i6" 10a 10b 10c OC MAX, GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL `� TR1188 8 SCALE: 3 4""=1'-0-0" TO POBTCONNECTWN A- SIMPSON MTS-12 U < ggp LBS W/ (14)10d GALV. NAILS. -• # B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SOS TO POST TRUSS CONNECTION @ L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3WI=1'1" A&S-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/ 5/8 DIA x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 6 Grou0�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdeWg08foup.mm AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMON`rCENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SW2628 FAX: 8138862802 BIIIIIN113 mm aT"DM all LOT SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000-21141 mODEIA 2795—D GARAGE OWING: RIGHT PAGE: DETAILS k.150 MEN EXP. B 4M f q GABLE -ENO wP RDDF IF —IF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27,98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-O' END ZONE DISTANCE C BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "8" RISK CATAGORY: II 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 Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FND ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0,120" 170,000 RING SCREW SHANK i6-20 RINGS ER INCH) 8d SCREW SHANK 2 1/2" 0.129' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Z9 � W , Z Z = d rn O z ej (n Q Z z (7 Y <Z N O . M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RnnF cucerulNr- -�� ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS @ 6" O.C. IN FIELD Sd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Bd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6„jN FIELD J\ I YP. 314" 1 &G 8UB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017 8M EDITION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-ONGRAOE THICKNESS TO HANDLE CONSTRUCTION LOADS, ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SKILL BE 3/4". PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASSONGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK - FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP A'2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3--0- OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N 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. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. 20 psf TOP CHORD -non -concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: 84 BAR - 25" 06 BAR - 36" 10 psf BTM CHORD -non-concurrent p5 BAR - 30" S7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 paf TOP CHORD 20 PST TOP CHORD (7 paf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 PST STAIRS LIVE LOAD 40 Pf UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL-PLATEZONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPVWTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, WIND: DEAD LOAD SPEED =1MPH 3- SECOND GUST (ASCE (FBA EXPOSURE B, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY& ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ABLE ATTIC LIVE LOADS: UNINHABITABLE WITHOUT STORAGE: tOpaf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS/HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES- (ACI 530/ ASCE 5frMS 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 fYn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL . S RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES. THE CONTRACT ASTM C176, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLLAIP SHALL NOT EXCEED 5" M- PRIORTO THE ADDITION OF PLASTICIZER CONCRETE $FA.L COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSy e. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-112' FOR Ib AND SMALLER 1' FOR Mi AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. �l1 ol$I T-T�414#4 THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH TH E SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 38 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B Fy = 40 MI. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B. TYPE E OR S, Fy = 35 kal. 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. J4BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATK]N SIZE TYPE SPAGWG REMARKS A KICATION 91ZE TYPE SPACING REMARKS 14 Pi FURWNG TO CASE HARDENED WIL 6'O,L GAMGE DOIXi BUCK CD. TAPLON Mr 90NRY II? EMBED., P ENDDIBT• M:JJNMY/GONG. WJL 112-LONG. FASTENER S, O,C 2'EDGE DIST, SGD, AL. EXT. DOORS ix PT,SEENgTEB CASEHARDENEDOOIL -11 VTLONG. 8°OIC STAGGERED WIKJOW/DDIXU FASTENED WTO MASONRYIDOYC GARAGE DOORBUCK TO MASONRYICONC, llP OM.WI WASHER EXPANSION BOLT 28"dC 1 EMBED., Y END DST.. 3"EDGEDST. WINDOW @ICI CASE HARDENED OOIL B•OIC WINDOWIDOOW FASTENED META SI-PTO CONTACT THIS ENGINEER FOR SPACING x PT, SEE NOTE e L112'LONG. STAGGERED WToausONRv O MAsoNRYIcoNG REQUIREMENTS EXr.ewWG DOOR (213'189M. 'TARCYONJ 1B'� 112E—D.YEND. NgNBFARWG WOOD 2• E%PANSKW YEMBE0. 8'ENO 2Y dL BUCK 2x PT.9EE NOTEB NO WASHER FASTNER DIST., I- EDGE DST. WAIL TO CONC. SLAB WI WASHER BOLT DIST., T EWE DIST. 2x PT WWDDW BUCK O.t3B°PAFx21IB° B'OIC END, DIST., 112' PT TO STEEL "SEE NOTE 8 WIWAWIER STAGGERED EDGE DIST. NOW 1. STAPSTAPLES 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 HILT[ 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 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 'n Gr ot. LLD. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 11,4 FAX: 813-WG-2802 9NIIIINI� SUSDIV. & TAT SILVERADO LOT #21 BLK. #14 PROJECT* 03719.000- 21141 MODEL: 2795-D GARAGE SAYING: RIGHT PAGE: DETAILS 150 MPH EXP. B t DATE: 12/7/20 SCALE: 1/4"=1'—( S ET S N1 6