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99 992 9 5 0 B R i 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-97151 CODES FLORIDA BUILDING CODE t_I WORK SHALL COMPLY WI fB1HOR11ON NATii3► ELECTRIC CODE, ILLS F CITY OF EPHYRI1 ORDINANCES CJR}�11 ,��1�� • 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 .nn= g(�Q� COIF. �g}�AL, erli E�mox ( �l •AM IAIM AND STATE ,ODD - RE.41DEN7'W, GROUP R3 TYPE - VB IIITERIOR FHRSH - CIAS3 H -BASIC HIND SPEED - Vult=150 MPH Vasa=116 ►1PH - _ H 1-STORY RESIDENCEDEL. •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AD ALT. AM. BD. CL cAB.CM-FTER CLR CONC. CPT. C.T. D. DIAL DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. E. ELEV. EQ. EXH. EXT. F.G FX. F.G. FIN. FLU. PLR. FTG GA, GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. HD R INSU�RHT INT. ABOVE AIRCONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLBJE CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT F ONTuc°O°R GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER INSULATION INTERIOR LAV. MUM. M.C. MIN MIN. MT. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLY, PR. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR SIM. SL SETD. GL. S SWS TEMP. THK. T.O.C. T.O.P. T.G.S. T'YP. U.N.O. V.P. W. wn. WOW, W/H W.I. LAVATORY LUMINOUS MANUFACTURER MANUFACTURERETAM MINIMUM•OCCUPANCY METAL'YHRCSHOLD MOUNTED•CONSTRUCTION METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR0/04W ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS S TANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOT OTHERWISE VAPOR PROOF WASHER WITH WINDOW WATER HEATER WROUGHT IRON DESCRIPTION CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION ADDED 15m-C ENGINEERING PG Ci-COVER SHEET PG GN-GENERAL NOTESCLG. PG Al -FLOOR PLAN PG A2B-FRONT AND REAR ELEVATIONS "B" PG A3B-LEFT AND RIGHT ELEVATIONS "B" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG ML-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI -WALL ASSEMBLY DETAILS PG WA2-WAIL., ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS r ADDED OPTIONAL PENDENT LIGHTING A7 KITCHEN FIXED DIMENSIONB FOR STUDT AND DINING RDOM REVISE SOFT CALCS � � UPDATED LED LK•NTS PER DR NORTGN Im/30/19 UPDATED LED DETAIL BUBBLES PER D.R. HORTON II/08/19 ADDED FGWDATICN ON GARAGE BEARING WALL �/� UPDATED SIMPSON GOIWIEGTORB ILA. USP aAMW ADDED 150-0 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. CALL. S BEGAN ADDING ELEVATION INTO LOT REQEST3 AND MASTER SENT ROOF PACKAGE TO TRUSS ENGINEER FOR TRUSSES IST FLOOR LIVING 2U336 80FT G4RKaE bit SG: FT. aTRY b5 Ba.FT. COVERED LANAI 193 Sa. FT. TOTAL 3,�13 Sa FT. 31%nO ADDED FRONT ELEVATION P PER DAWORTON STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SLIA-DETAILS PG S1.2-DOWEL PLAN PG 31.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.113-DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY 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'6 IN WRTITEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBH= FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE %BEEN GENERFOR UNCLEAR ASPECTS OF THE ON3TtIUCTIATED ON BASED ON THE DRAWING SET. i III C N IT L C T 8 6 Grou inn 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W w W.a bdeal8agro up.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813.686.2802 BWUDDIV ac LOT. SILVERADO LOT #9 BLK #13 PROJECT# 03719.000-09131 MODEL.• 2795- B GARAGE 8WMC9. RIGHT PAGE: COVER SHEET 150 AVH EXP. B 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. 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. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WOW( 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER Q DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /rINCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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, LINO. 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.' TNABER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (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 ROOFIWALLIFLOOR 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. PLUMBM 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 W (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. B 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 COVERW08 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 FINUM 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-1063-1 to & 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 RE818TANT 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. _ IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. I R G N I T E G T 8 6 Grou i In 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngmup.com AA 0: 0003325 LTAMPA, AFTING BY: SIGN GROUP FTING INC. MONT CENTER BLVD. UITE 1004 FLORIDA 33634 13488-28281388B-2802 OtMDIV. & LOT SILVERADO LOT #9 BLK. #13 P1tOJSCT* 03719.000-09131 MODEL 2795-B GARAGE OWING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B ROLAM a ABOUCNAM L AR NO 93723 A vatmw 7/07/20 DAIS: SCALE: 1/4"=1'-0" ST GN I I COVERED LANAI 1 9'•4' CLG. .1y� 1 CAPE 1 1-4' CLG. ------------------ i I 1 I I I f A I I I AI I I I � I I v I I �� • GREAT I I • TYP. I V4 Im'•C CLG.Y I I I I 20 -0' ES AI 9'4' CLG. v 1-r----------------- 2 0im i7FT ' 10'-I0' '-4' 5'-II' 1REF ea N L.T. r—--------� I ROOOOMO I -A I T I 9 i OPT. i L11 D ! I,-b' I I I I ,- If If Wl L•-----------� I I in I I� 12'-�• 2-e '-6 �o N N ROOM BDeW-eCLGGI I 6 9 e i 1 LAB �voi1�.; �\Zo i 1 _ C o Ro BDRM,#2 a V-4' CLG CMU TO V-8' AFF. 14,14 ENTRY W/ 4X4 P.T. POST ASV. PORCH W-4' CLG. VENEER I. 9 �n -------------------1 I I I 4CcS�Ur11yBy'�Spp I � 9TO10'-0'CLG.T 1 kI-4'12'-9' I I I I I I 2-a Owms CLOSET 60• TU6 -s 47' FL V2 WAI CAT. 11 SAM GLASS ADV. r 1 I ScLos 1m W/ M' TEMP CLASS DOOR BEM{O�OM 1 I i 4s --------� stv-rw/ --------- 13-4, - - 1 I 2'-0' I _ I TYP.I LIVINGOOM I I STOIC-O'Y I I 1 I i 1 L----------------- J �l r 724w - l I ATTIC I L ACCE86-J cTN� FLOOR PLAN NOTES - ALL 01111EN 10N8 ARE FROM FACE OF T V BLOM WALL OR EDGE CP FLOOR BLAB) TO FACE OF WALL STUD UNO. - ALL MERI01! WALLS AU! UNA. • DRYER VENTED T1#YOU6N ROOF lVIR), NOT BCID. - AIR COI'PIIEBBOR BET ON 44'x44' POURED COW— PAD. PAD B GM V FROM EDGE OF WRAC11#E. - WE SHEET GIN FOR G581R41. AND STANDAPID B UILDM6 NOTE& . ALL "ISITABLE IWCM TO NAVE AUlC FAULT CUQ=UfT BITERIIFRER . ALL FULL HEIGHT FLOCK WALL& WTIWAN PLLED CELLS WI7FWUT CIP&MGB AM SHEAR WALL•. v v ;9 $1`0114E 11 -11" FLOOR PLAN VENEER SCALE 11/4' - I'-0' IRRRRRLLRLRRI !%J9�i�7iN/4! 004 SQ.FT. CALC.S ST FLOOR LW11G 2,036 SOi FT. GARAGE 619 ea FT. ENTRY 65 ea FT. COVERED LANAI M3 So. FT. TOTAL 3,113 SQ FT. OOIPOIBRAR) 81DLW08 BARCwD01FOL1E S�OIDOIBIB 0111911111113 Bow =E 80WH00PA FOYM AIDTTPE FOOTAGE MIN. WINDOW IV 5 243/-32.5 CRITERIA EXTERIOR SWING 18 5 23.4/-30.1 DR MIN. CRITERIA SGD. MIN. 41 5 22.1/-410 CRITERIA 16010 O.4D. 112 5 205/-24.1 BASIC RIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. = 14'-9- PRESSURES HAVE BEEN MODIFIED PER:FBCRTH ED.(2017) R301.2.1 TO MEET TESTED ALLOR NOMINAL WIND LOAD VALUES FROM THCT MANUFACTURER. 18 SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET a 1 INSTALLER SHALL BLOCKING "TALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN BASE BRACKETS AS WALL GABT - NECESSARY. 2'X6'X35-1/4' m LOW WALL i 2'X6' STUDS • ** oz. DRYWALL A TYPT6 CABINET SECTION Y v VARIES i0 OPENING DTL. B SCALES IR . I'-0. A R C --NIT L C T 8 ' %m1 V M l/ Ina 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdosWWwp.com AA B: 0003325 o IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 813886-2802 BtmEm ae LOT SILVERADO LOT #9 BLK. #13 [PROJWT# 03719.000-09131 MODE11 2795—B GARAGE BWMG: RIGHT PAGE: FLOOR PLAN 1.150 MPH EXP. B 3 PRINT 7/07/20 DATE: SCALE: 1/4"=1'-0" BHEET Al ./-20'-I' BLDG. HGT.j, SHINGL 10'-0', HEEL HGT. V-4' SWSG HGT., DECC E 5' B 0'-O' FIN. FLR V-4' BFira. W.T. - 0-0' FIN. FLR 0'-S G D _ FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHMG AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANLFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH AREA OF ATTIC = 3972 SQ, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SCL INCHES PER FT. (144) = 1906.56 SQ, IN. MIN. REQUIRED VENTILATION = 5X 1906.56 IN UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTAL HOFVENTS PROVIDED - 9 'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED .4' BWs. HGT. .^.CO NG CAP R -0' FIN. FLR -8��DE-(MIN.) ,t9'-4' BRG. W.T. 0'-0' FIN. FLR _ - G D IMINJ — — — — — — — — — — — — — — — — — — — — — — — 1 I I PRE-ENGINEERED I I I 9'-4' BRG. HGT. I I - (2) 2X12 BM I I I I I 4x4 P.T. POST I II a m I I I' -a• I I III � I FOAM CAP I I Ib==lI I � I STONE VENEER 0'-0' FIN. FLR — — — — — — — — — — — — — — — — — — — — — — — — — -- COLUMN DTL. A SCALE: 1/2.1'-0' /fir-------�\ I/ \I IS'X20' LOUVER = = LOUVER DTL. B I R C N I T! C T 3 Grou i In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdostgngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813888.2628 FAX: 8134MG-2802 aunty ee LOT SILVERADO LOT #9 BLK. #13 PROn=T/L 03719.000-09131 MODICLa 2795— B GARAGZ 8WMG: RIGHT PAGE: FRONT & REAR ELEVATIONS ,. B,: 150 MPH EXP. B 9'-4' BRG. NGT.e, 0'-0'-FIN. FLR OFF RIDGE VENT 9'-4' BRG. HGT. s, 0'-0' FIN. FLR �- 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 RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO CE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT ,b9'-4' BRG. NOT. ,o9'-4' BR3. HGT. A R C N I T! C T 8 6 Gr up0� 01 N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdadgngroup.com AA 0: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86.2628 FAX: 813 388.2802 SUMM & LOT: SILVERADO LOT #9 BlK #13 PROJECT# 03719.000-09131 MODEL 2795- B GARAGE 191riNG: RIGHT PAGE: LEFT & RIGHT ELEVATIONS „B„ 150 MPH EXP. B ELECTRICAL LEGEND SYM. DESCRIPTION yl► SWITCH-4 LTANPARD Y SWITCH 4 Y SWITCH ER SWITCH �fM] BUTTON ILI ISCGNNECT T HERMOSTAT INGLE RECEPTACLE (125v/20-AMP LE) EX RECEPTACLE EX RECEPTACLE (EQUIPPED ND FAULT rR/TAMP'ER RESISTANT TYPE) ICY DUPLEX OUTLET (HALF OF OUTLET !RED TO SWITCH) 411: XTERIOR WATERPROOF/faFl RECEPTACLE (GROUND FAULT NTERUPTER) IOV 0 ADPLEX RECEPTACLE ® I0V DUPLEX RECEPTACLE (FLOOR IOUNTED) 21VV RECEPTACLE (4 WIRE :ONNECTOW NQ L MOUNTED LIGHT EILING MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT OOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FV AQA BULB LIGHT FIXTURE goon BULB LIGHT FIXTURE Japan= BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE LIVIin LUORESCENT LIGHT (RECESSED) Fol S LIGHT S LIGHT (VAPOR PROOF) G MOUNTED LIGHT WITH J-DOX PT. PAN RIGAL PANEL (FIELD VERIFY ION) (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILING MOUNTED FAN 0 T FAN (I CPM PER 80. FT.) .4 HONE JACK Q OKE DETECTOR (CEILING MOUNTED) ® x II M T ) IMES ® NG MO ED OUTLET FOR GARAGE TV JACK •1c PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI N 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 M150'IA Or - 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 300.405X2) ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 157E OF LIGHTING MST BE ENERGY EFFICIENT TYPE PER FBG. ENERGY CONSERVATION !RESIDENTIAL ENERGY EFFICIENCY) 2011. bth EDITION R404.1 - COVERED LANAI PRE -WIRED CLG PAN 1 I 1 r----------------- --- I GREAT ROOM I I "a I I / I I I + I � PRE -WIRED � C I CLG FAN / I 6 I � I II I I\ L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ------------- - — — — — — — — — — — — —DINING / ROOM II 1 CLG FAN I ! 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Nw R awn w Web Ck•1At —. w{m a a Wln ml2 1 m EH•M NfiIb TUO 12N 1 2 6 ' wf z 20 •BPI.• p ISO 3 4 ! 6 4N0 C.LL-1 m 3 xl0 r e PANEL -A PANEL: 42 cn bneker VOLTAGE: 120/240V4Ph MAIN: 150 AIM M.L.O. FEEDER:3-B1 Cu THWN { 1- MS Cu (G)In 1 VY C. OR 34M AL TFNVN 61-a6 Cu (G) In 11(C C. wa Pel• BY a•w w•w — aso. W.w NwHP6w,� Bla hM wln $12 1 m Bm•6A 16N 1 2 M •• R4nP N 2 N .12 1 m weraw/N•m DFl 1- 3 4 w2 m BAY Ism 5 6 46m wx NMx m 2 n0 •12 m I- e •11 m Ma IeW 9 10 1- _ m 1 n2 cat 1 m B.n DFl Rw Imo 11 12 1No Ie,alvnFl m , w2 0I2 1 m F r — I= i3 14 !No ON m 3 mo 114 1 15 O,•11 R..m, 1,ww{ l AFq 800 1! 18 S . 13 IB I800 Nbr t.7.1 N I N2 a14 1 16 SD{OO AFd m0 I! m 1- q Bn m 1 w2 Aa 1 b eMN{w/BmOAAFq t2m 21 m Imo /BBwmrW {rmc mw AFq m1 w2 s . 2! m M m NO eN BYw AFd emnm•m APa 16 Ie 1 ell eta T m ISO l416 ow. m 1 n2 6•w m 31 30 33 mN bn wrmu• m 1 e12 c >, s. e B • m n N w w z m AA: AILL1 ! INA m 651 41N N w a 41 4z LNO roNmxHbbcmcWlbMlln 16m0 2Tm0 l.ee0 bBxnxH blx cmeMHbn AIM r ns: ABBREVUTIONS: AFtl: ARC PALLTCIG'a1MEIwIFIER NC: NONCOeA10ENIL MI: niOl4d.QLTINTEA It Tam roN.uylBlroan•na rix B31m Fkwimx mI6o1 10w0 — -ftd 1 13M0 T•INAK ro•e NN 101 buu. LOAD CALCULATION M FAMED ON AC NOR40INCIDENT LOAD Tx010 w QnwBw lwOwwm 33 T•11 •r24ew Ins Genww Lighing S RBee tado Local T•Im AM FM 2795 OxxM u•{nx 3w/ .rl. 8085 ROm• 1 at 85WA.19N at 100% 1 65 I"s— Wt. { R•c t—t 6450 o oI LED LIGHTING LED LIGHTING ---- @ SINGLE LAV. ® SINGLE LAV. MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I— - - - - - - - - - - - I I � I I I LED LIGHTING LED LIGHTING ® DOUBLE LAV. @ DOUBLE LAV. BEDROOM 12,00 e3 BATH OWNER'S BATH PROVIDE 3-2A0 CU, THW . w CU IN 2' CONDUIT OR 3 AM0 AL. THAW. He CU IN 2' CONDUIT. (CCH WT TO TERMINATE A M7A BCPPIT • OVER HANSO 150 AMP ELECTRICAL RISER NOT TO 6CAL.E. CQ'IDINATION 6ERVICE D DISCONNECT 8IAND 0044e GENERAL NOTES. M ELECTRIC METER IN I A ELECTRICA{. MATERIALS AND INSTALLATIONS SMALL NMMA 3R ENCLOSURE ML PAN COMPLY WITH ELECTRICAL PROIBMI610N8 OF THE Fe•LM BQLTION (20n� �COODEB. AND ALL LOCAL PALER SOA/M E. ALL OCNPUCTOR6 *MALL GE TYPE THN/THIW U LLE66 METER NOTED OTHERWISE. TELEPHONE eERNnca FIELD ENTRANCE EOLIrMENT VERIFY LOC, POElR GQ (ANY R INTERereTEM EIONDMG TCRMIINAI. AT LOW GRADE VOLTAGE CONNECTIONS CABLE TELEVISION E34TRA14cE PROVIDE E0 AMP, =440 VOLT, I PHASE SECONDARY 1 V CU SERVICE 60011OUND CONNECTED TO ELECTRICAL. SERVICE. PROVIDE D •I COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER 142" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 9 ELECTRIKAL PIEOASIONS OF THE 2A6 ALU INUPI (AL) IN 2" DIA SCHEDULE 60 PVC EDITION (201`11 CONCUR UNLESS SERVICE IS PROVIDED DY THE ELECTRIC COMPANY. COORDINATE UT14 THE ELECTRIC r.I..IAX 6 Pr LONG COPPER CLAD GROUIC ROD CQPAW PRIOR TO ETD. I N C N I T E C T II Grown 1441 N. RONALDREAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com L AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 5 1PH: 813406.2628 FAX: 81388&2802 11111111111 01111111112 BUIRDIK to LOT: SILVERADO LOT #9 BLK #13 PROJECT• 03719.000-09131 mODEL: 2795-B GARAGE OWWO: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B m ft TO MAII PLUMBING PLAN SCALE: 1/4 • P-V KITCHEN SINK W/ PLUMBING RISER 112. AIt0B ITB4Ti Grown 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com L AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813886-2628 FAX: 81348"802 avBDiv & Lo1`. SILVERADO LOT #9 BLK #13 PROJBCTf% 03719.000-09131 MODEU 2795-B GARAGE OWING: RIGHT PAGE PLUMBING PLAN 150 MPH W. B 13 DwATE: 7/07/20 SCAUQ 1/4"=1'-0" Macm P1 46 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL ISE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER P15C 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES GRA L NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT CUTLET, OR SANITARY SEWER VENT CUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL 15E 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 FDC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/BMOKE 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 FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCNG DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC CEILING PLENUM` AIR SUPPLY/ AIR EVAP. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTEROR WALL AIR RETURN RUCTION AND LIQUID 1 REFRIGERANT LINES y 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 ODD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONG. W/ (2)-3/I6'X2' TAPCONS GONUNIIT R SIMP80N WB ROLL STRAP OR EQUAL 4' CONCRETE GLAD SECURE STRAP TO UNIT W/ (2) ASXI V4' SHT. MTL. SCREWS EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB 1 REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PDCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-VXB' CONC. LIN oR EXTENSION TO R WASTE AS PITTING OR ED EXTENSION TO SOIL OR WASTE AS 240-K JOSAM 86MO REQUIRED INSIDE NICKEL BRASS TOPCAULK PTf/SPEC N SITE —PLAN TFLOOR SLAB CLEAN —OUT (TYPNT) (2 EXT. GROUND CLEAN —OUT (TYPN ) MECHANICAL PLAN SCALE. 1/4 • P-0' IFE71 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abd"gngmup.com AA M: 0003325 GRAFTING Br: A.B. DESIGN GROUP DRAFTING INC. $439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-282a FAX: 813.886280200 BVHDIV. & LOT SILVERADO LOT #9 BLK. #13 P1tOJECT# 03719.000-09131 MODEI1 2795- B GARAGE SITING: RIGHT PAGE: MECHANICAL PLAN 150 MPH W. B IF R F'r�l 2X4 TOP PLATE PL.41'1 T PRE -FAD TMM L7' CLG. BOARD 1/2' DRYWALL —� TOr j SECURE ST. — MATE TO SLAD W/ Wd MASONRY NAIL • 32' OJC. MAX FIN. FLR 2X4 WOOD STUDS .24' or_ SLAB NOTE: STUD* IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TWAN 2A' AC 1 TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'.1'•m FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805,11 ON J' O.Sa SHEATHNG OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT P CEMENT PLASTER DIRECTLY TO I 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT w/ (I)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' S/8' GYPSUM BOARD OR IR' HIGH STRENGTH CL& BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. OH. R-4J INSULATION �WINDOW ATTACHMENT AS PER MIA1ACTURES SPECIFICATIONS f REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS • 24' O.C. e' cm 1/2' GYP. WL. BD.� WOOD BASE FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON I}• O.S.B. SHEATHING OR }' CDX 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 ao rK TAN / ne LLaK row o.<ue w yr air. r. ao. u000 � 2B GAS LINE THRU BLOCK 4 w•.r r FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJ.1 ON J' OAS. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 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 ...... s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' 2X4 SPP 24' OG. MAX. SECURE W/ (2)12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908J.1 ON J' Oba STIFFBACK AT ALL UPRIGHTS SHEATHING OR I' COX 7�PER STRUCTURAL DETAILS PLYWOOD SECURED PER m, FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE 011. 2 PER ELEVATION x FASCIA PER Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 1". GYPSUM BOARD OR 1/2' \ HIGH STRENGTHCLG. BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICr, 2 COAT WIND INSULATION PLASTER DCEMENT TO LIED MASONRY WINDOW ATTACHMENT AS PER HI E-1 DIRECTLY MANUFACTURES SPECIFICATIONS PLASTER APPLIED STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' O.C. 1/2, GYP. ILL. BD. , CMU WOOD BASE 0'-0' FIN. FLR _ . . _ �. 0'-0' FIN. PLR 0'-0' FIN. FLIFt / _ }, 0'-0' FIK FLR . a, cm aF . a a a n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: " B NO OPENING PER SECTION W5.1.1 - FOR ROOF 4 l—STORY HIP BLOCK WALL (2)OLAYERIUNDERLAYMETO LESS THNT SYSTEM (I)1—STORY GABLE BLOCK WALL D9 SCALE: 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES l SCALE, 3/4'•P-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6'159 Is A R C N I T R C T R Design Grou Ina ,,.-. LONGWOOD, FL 32780 �• V PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com 11111 AA•:0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8134UW2802 ELI E tTODIV. S. LOT: SILVERADO LOT #9 BLK. #13 PiiOJECTA• 03719.000-09131 MODEL' 2795— B GAIRAGE OWING: RIGHT PAGE: DETAILS 150 MPH B Dw 7/07/20 SCALE: 1/4"=1'—O" EMERY D1 Lm 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ n) 1,12' X r J-BOLT UV 4' MIX EMBEDMENT W/ 2' X 2' X VS' WAEFIER 4 NUT OR IW (2) VY X r AMCHIOR BOLTS W/2'X2'X VS'UA-6W-M 4NUT OECU� 2„4 ON FLAT TO BLK R W/PTASLNRY NAILS. 2XS GARAGE BECUIED (S)1/J' X S' J-BOLT OR ANCHOR W/ J-DOLT OR m DOLM, W/ 4' MSL BNBEDMENT, W/ 2' 10 X 2' X VS' WASHER 4 NUT. (1) WITWIN P r OF TO, (1) WITNN S' OF THE BTM, (3) EAMY SPACED. ® IE IE IE NOTES+ ALL ANCNORE SHALL BE N ACCORDANCE TO M ANPACTURNWO INSTALLATION NSTRUCTION6 WHERE WCU M6TOULTIfINA ARE MORE ATRIN6FJ4T GARAGE DOOR M BUCK ATTACHMENT REAL VY.1•-t• 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I Yi ) B' CMU WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X .4.DRYWALL IV O.G. MAX SPACING. MUST BE ON OUTSIDE 4 I'X4' OR DO' P.T. NAILER 2X6m SECURED THROUGH Ix4 P.T. OR %'X4' MIN. SECURE TO BLOCK W/2-i4' NON-STRUCTURAL I!b' ❑ SECURE THRI FRAME 4 TAPCONS TAPCON MIK I-Yi EXTEND I Yi INTO BLOCK (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK W/ %- TAPCONS MR HEAD SIZE 300 , CMU ❑ (MIN. SHANK SIZE J45 MIN. EMBEDMENT I Yi ) DRYWALL MN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi UT14N 8' OF EACH END 4 IB' O.C. MAX SPACING. 'X4' OR !'X2' P.T. NAILER WITHIN W OF EACH END 4 2X8:® ❑ 18' O.G. MAX SPACING SECURE BLOCK W/2-111r' ' OSJS. X 4' MIN. DOOR CASING (MIK SWANK SIZE J45 DOOR CASING DOOR JAMB OR WINDOW MM. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE, KT . 2X4, m SECURE TO BLOCK W/ W6' TAPCONS OR (MIN. SHANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT I Yi ) WITHIN W OF EACH END 4 IB' Orl MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCONS(MK SHAW, SIZE .145 MIR HEAD SIZE 300 MR EMBEDMENT 1 Yi ) WITHIN S' OF EACH END 4 8' CMU W3' O.G MAX SPACING. Yj• DRYWALL 2XB,m VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2.w71=14 CASING TAPCONS (MIK SHANK SIZE J45 MR HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IW O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 / el�OR JAMB TO 11DiDOR TO BLOCKL+1116%ia " SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ Vo' TAPCONS (MIK SHAK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACM MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL V TAPCONS TAPCON MIK 1-Yi (MIK SHANK SIZE .145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIK EMBEDMENT I Yi) 81 cm WITHIN 8' OF EACH END 4 JS• DRYWALL A' OG. MAX SPACING 2X8m VX4' OR I-X2' P.T. NAILER SECURE TO BLOCK W/2-Va* CASING TAPCONS (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Yi) TTACH TO 2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 1/4" n RLNDOW B C + - rD WINDOW TO BIACK +2 1 4" a' E:N.T.S. " AL , KT . 2X4= SECURE TO BLOCK W/ i(t' TAPO" (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2-V'NON-STRUCTURAL')(`' STO TAPCON MIK 1-Y4' (MIK SHANK SIZE J45 EMBEDMENT INTO BLOCK MIK HEAD SIZE 900 cmu MIK EMBEDMENT 149 ' DRYWALL WITHIN W OF EACH END 4 I8' O.C. MAX SPACING. 0 1/4' OR I'X2' P.T. NAILER 2XBm r SECURE TO BLOCK W/2-1)(4,' TAPCONS DOOR CASING (MIK SHANK SIZE .145 MIK HEAD SIZE 300 MR EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O:C, MAX SPACING MANUFACTURES DETAILS. welt. 41M w Nt4X0 ro 17+4� 4M� roe ww D4:i #•, DOOR JAYS TO BLACK +3" E SCALE, KT . 2X4= SECURE TO BLOCK W/ Vo' TAPCONS (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. M GT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V&' TAPCONS(MR SHRANK SIZE TAPCON MIK I-Y4- .145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIK EMBEDMENT I Y') WITHIN 8' OF EACH END 4 B' CMU 18' O.C. MAX SPACING. )f' DRYWALL IA— DRYWALL 2X8.4m OR DO' P.T. NAILER SECURE TO BLOCK W/2-Vo' 2ND 2X SECURE TO TAPCON6(MR SHANK SIZE STRUCTURAL MEMBER 145 V(2A2d WITHIN B' OF EACH MIK HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WNDOW 18' O.G. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +3" F 2X4m SECURE TO BLOCK W//4' TAPC.ONS(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 *'Or-. MAX SPACING. SECURED TWROUCxW 2X6m NON-STRUCTURAL V&' SECURE TO BLOCK WA-1/4' TAPCON MIK 144' TAPCONS(MR SHANK SIZE EMBEDMENT INTO BLOCK 10 MIN. HEAD SIZE 300 , CMU MIK EMBEDMENT I Y4') • DRYUTALL WITHIN 8' OF EACH END 4 18' O:C. MAX SPACING. -X4- OR I•X2' P.T. NAILER 2X&1 SECURE TO BLOCK WA-1/4' 36' O,S.D. X 4' MIK TAPCONS (MIK SHANK SIZE J49 DOOR CASNG MIN. HEAD SIZE 300 MIK EMBEDMENT I Y♦') DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING MANUFACTURES DETAILS. ,1014 4,l, w N�� ro I Wf J�1f tDD wig OLttD #') DOOR JAMB TO BLOCK +3-7/16" G WINDOW XTO BLOCK +3-7/18" E, K 2X4m SECURE TO BLOCK U&4' TAPCONS (MIK SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' OG MAX SPACING. MUST BE ON OUTSIDE 4 2cb,m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL i%' TAPCONS TAPCON MIK I-Yi (MIK SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE "0 MIK EMBEDMENT I Y4') 8' CMu WITHIN 8' OF EACH END 4 )J' DRYWALL 18' O,C. MAX SPACING. a VX4' OR VX2' P.T. NAILER 2X84m SECURE TO BLOCK WA-1/4' ' P.T. X 4- MIK TAPCONS OOR CASING (MIK SHANK SIZE 145 MIK HEAD SIZE 300 MIK EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAMB TO BLACK +3 3/4" H W To c + 4" E, N.T.S. IRCN ITICTI Design Groui�IE44 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.AbdeW8lgloup.wm AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 819488.2802 otmDIV. a LOT: SILVERADO LOT #9 BLK #13 PROJECT# 03719.000-09131 MODEL' 2795—B GARAGE SWMO: RIGHT PAGE: DETAILS 150 H EXP. B PMNI 7/07/20 SCAM: 1/4"=1'-O" s*mc'm D2 F-AACN IT ICT8-1 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.24 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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.S SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30860.2 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 2017 FBCR 12/31/2020 1065S.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/32/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 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#1S353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 1I/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-146 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL S891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13263.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL UNTELS 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 IF W W W.FLORI DABUILDING.ORG CONTROL DATE: 06/17/2020 Inc. 1441 N. RONALD REAGAN BLVD: LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.ebdesipgroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 818886.2802 sUDDIV. 82 10T.il SILVERADO LOT #9 BLK #13 PmawT/I 03719.000-09131 mo 2'95- B OA1tAGZ IN7 MG - RIGHT PAGN: PRODUCT APPROVAL LISTING 150 MPH EXP. DAM 7/07/20 8CAS. : 1/4"=l'-0" spin= D3 PISFOR'ED CONTROL JOIN� FLANGC Q CONTI4fOL Jt7RR8 Td M WIRED TIED TO LATH a 8• O.C. MAX (VERY! NOTE, DO NOT PASTEN CONTROL JOINT TO UW.L EVEN IF 8TUD EXISTS MYCIND EXCEPT STAPLES W( 8%EMARELES MAY VIOL JOIN T TB'IP. CK RM INSTALLATION ------- FASTENERS TO BE 8PACED • 1' O.C. MAX VERTICALLY LATH BHLALL. x ea4TINuoue T M3 COAT C49 ENT UM LAYER 9, PORTIREER BUILDING PAPER APPROVED METAL. LATH FASTENED P1• (VERT.) O.C. MAX AT SUPPORTS WRB LAYER L STUCCO UItfAP WOOD SHEATHING WA N M I� TMRTN JOINTS SGBUT Be STOPPED TIED AT EAC14 SIDE. PER ASTM CIOIr! plo, �03 7X4 BLOCKNS T)O.L4 PLACED FLAT MAX S' TO 0' \ PROM CONTROL. JOINT WMI N tlQ�L L FASTENERS FOR LATH TO BE MAILA 0 i CONTROL JOIN FALLS ON 811111C1URAL STUD STAPLES N COMPLIANCE W( ASTM Ck"3 2. UIIE TIES TO BE MO. W DA41V WRE !. BLOCKING SHORN MAY OR IN ACOIT17 \ TO WALL STUDS REO)IRED rER FLAN OLIAXDlIMWO.PT.♦ ®FOLD OL POLO MAA W . Pf. A x OqKAAM . x LlltAee . PT.O Ot POW MRAM . Pr. A FOLD . 4► x (REAM . Pr. 9 ♦ aKASK . PT. C 4. MOLD PT. C o ete Pr. 0 TILL PT. C TOWME, MOTTOA A.AM M IM, a' 0 MCTTOr RANMM MAL TAINT tmeIr. oa f THIM 3 COAT CEMENT PLASTER OVA-94 IO' I COAT CM41W FLANMI (O WIS LAYER 7, FORTNBMR BUILDNG PAPER PRAM ONLY) UM LAYER L STUCCO We m*A E crLY) WALL FLASHING Ltvr ILAAWNe (am lNerAu tacxoer ILANIt.16 AT ODTTON ' IC1'7 I iNRIMGT1pNH NOTE, APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF •• a VERTICAL LAPS (ROLL ENDS) 4 8' a HORIZONTAL LAPS. ALL xArI6 HE® TO leE TAPED WITH FMI MR SMEATMN6 TAPE / t•MK LAP. MIT,. LAIN \ 5C LATH VERTICAL LAP TO M I' 7C )cam—)c IT METAL LATH WIND LAYER -1. STUCCO WRAP BUILDING PAPER�TIIBER� JI 7 ® KIC KO UT DETAIL MTBI TAINT MAL Mm OR ea -PM OO NET 0 NOTE 6100 LLAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETUEEN SUPPORTS WTM 0841E-INL (121-MM) WRE AT INTERVALS NOT MOTE THAN S• (2214-M). AS PER ASTM CI083 1%1. FOR REPAIR OF TEARS N Ulm LAYERS, TEARS MAY BE PATCHED WA40USE UleAl• TAPE PER MANU2r. SPEC. OR PEEL 4 STICK WOOD SHEATI BWLDI PAFW STUCG APPROVED MOM WRAP. R AMM TO !MEND ONTO IMP! 1. OR LESS PIP! PENETRATION CUT AND OVERLAP ONE SIDE OF / BELP-ADIERTIG MEMBRANE PLASHING k THIOC 3 COAT CEMENT STEP 01 PLASTER METAL LATH WPM LAYER 4, FORTFIBER BUILDING PAPER WOOD SWATHING WOOD SHEATHING OR CMU 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 I�rrTFnuel I P('IDFFn 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING L (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. INSTALL FASTENERS (CLIPS. STRAM, STAPLES) AS REWIRED TO SECURE PIPE( WRE TO FRAMING PIPE AItL^ S'xS• SELF-ADMERIN(. MEMOVAHC PLASHING (COMPATIBLE UV MOUSE W4;AP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPRDV® MOM WUWP. PLd641Uet'. TO MI[TEMD ONTO PIPE ���q �--CUR AND OVERLAP ONE SIDE OF STEP 02 FLYING RING MB IBRANE Ulm LAYER L STUCCO URAP Wm LAYER 4, PORTFIBER BUILDING PAPER METAL LATH S W SELF-ADHERNG MEMBRANE FLASMNG OVER 4 .4' SELF -ADHERING MEMMDRANE PLA WING OVER APPROVED NOUN WRAP. PLANING TO EMEND ONTO PIPE CONY. BEAD OF SEALANT AIR SECTION PER SECTION www u EtelfWrYlSW irIU UIe41.tIfW Exterlor use of pordwd cement pester shall comply rAth 9V.ppkfl- regWnarsa of ASTM C 92612A Inste11a0o of exterlor la" and frWNng shell y Pith ASTM C 106312A. TION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB 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-84-1-0(B, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T i LONOWOOD, FL 32780 PH: 407-774-6078 FAX 407-774.4078 www.Mbdewgngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:818888-2828 FAX: 8138B8.2802 �91111111113 sysa:v 1M LOT•. SILVERADO LOT #9 BLK #13 0 71 0-09131 monsu 5—B dARAOs swMG- RIGHT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B DP U4 7/07/20 sC.%XM 1/4"=1'-O" slow" WA1 A R C H I T E C T BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(B) AND DOTTOM FLANGES OF NON -MOVABLE FRAME OF THE E)0HAUST. SECLIENCE OF FLASHING TO BE, I- BOTTOM, 2. SIDES- 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 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 SIDES,Ys' CAULKING • JOINT ALL AROUND PER SECTION R703.7 EXtaft Ia1Mn0 and deBRrlrg 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. WRB LAYER 01, STUCCO WRAP I ..: WOODED VENT ej i' THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER $2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD — O"TUCTION rL�s. P 6HEATHNG LAYER -1, CO WRAP LAYER 4. FORTIFIBER 61 WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING; STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES FB DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Ye' TO N.' MID -WALL WEEP SCREED `-6' SELF-ADHESIVE FLASHING BUILDING PAPER WOOD FRAMED OVER 'CIUIC K FLASH' r — — — —I WALL HORIZONTAL WEEP SCREED PIPE rNROUGH (FRAME TO FRAME) WALL I 6' SEELP ADHESIVE FLASHING (INSTALL PER MANUP. OPEC$.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION WALE. NT.S. ELEC. METEF VERIFY LO riRc,+ iv 1cc�.c�vc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAX EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC UIOOD CONSTRICTION mnnkm WOOD 814EATWMG WRB LAYER M, STUCCO WRAP UM LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD GTRICTURAL MEMBER • V = MAX XTO ff' ,EEC ar�Esr� 6' WDE STRIP SELF ADNENVE PLASHING, CLEAN MASONRT DEPORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCKI WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER STEP #1 APPLY 6C MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP STEP #3 6• STEP *2 WRB LAYER 01, STUCCO WRAP SELF-AG ® MEMBRANEFL FLASWING WRB LAYER 02, FFMTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V, FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP '5 STEP #& OELECTRICAL RECEPTACLE PS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abd"gngroup.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 813886.2628 FAX: 813.886-2602 sUDDrV S. LOT: SILVERADO LOT #9 BLK. #13 MM 00 0—09131 MODM, B GARAGM sWuQO: RIGHT IPA Z: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WRB LAYER M, STUCCO WRAP WOOD WRB LAYER Pd, FORTIFIBER CONSTRUCTION BUILDING PAPER 1"4' HAT CHANNEL i' THICK, 3 COAT CEMENT Wl%' TYPE 'X' DRYWALL PLASTER 6' OAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED �` 4' POSITIVE DRAM WOOD SHEATHING 1 WEEP SCREED .` WRB LAYER M, ` ` STUCCO WRAP ;� - i' THICK, 3 COAT CEMENT PLASTER 6' SELF-ADHEREING / ' FLASHING WRAPPED it • • TOP OF WEEP SCREED ::rY4 `" TO SHEATHMG BELOW WRB LAYER M, ` ' STUCCO WRAP 1 ` � �• •- 1 1 1 • i WRB LAYER 02, FORTIFIB BUILDING PAPER 6' SELF-ADHEREING FLASHING WRAPPED WRB LAYER M, Ji STUCCO WRAP ja • CORNER OF CANTILEVER AMICO AM"-W9UG-19W CUSTOM CAGING BEAD 1 n' 4' POSITIVE DRAM WEEP SCREED NO GAP IN FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. _ SCALE. I IR' • I'-m' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH J' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER 42 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xl2 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTCN WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER MI j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP- 4' POSITIVE DRAIN iiEeo nrDeen NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD PRAMEC WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 7 j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL 1, THICK 3 COAT C LNO GAP IN FIELD (SWOON FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @pAANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - -'- - - BUILDING PAPER) METAL LATH x—x—x—x stucco WOOD SHEATHING SELF-ADHESIVE FLASHING - - FINISH LAYER (2 LAYER PEEL 4 STICK)� 6' PEEL 4 STICK o DRIP EDGE TO DECK I )S'XI IYi P.T. OR SIMULATED WOOD (TREX) FILLED / CONTINUOUS WATER PROOFING let 1\ LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK— Yi GAP FOR BACKER,- ROD 4 SEALANT_ I, FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD 3' X 3' 26 GA. C%ALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JP MR SPACE PROM DRIP FACE TO TREX Y: GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE -oe.vw.a BARRIER P2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3126 GA. %ALV. METAL DRIP EDGE SET IN FULL BED OF WATER PROOFNG let LAYER (2 LAYER PEEL 4 STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING UEAT14ER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 2 4' POSITIVE DRAIN CEP w'-Dean (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER FASTENED TO SHEATHING s 1' O.C. MAX. WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER (14A CORNER BEAD C FRAME 2 1/2' CORNER BEAD (FASTENER 4 SPACING ® 1' O.C.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK Y.• GAP ROD 4 )LUhN SHEATHING -ATHER RESISTIVE AR��RIER M °ATHER RESISTIVE 4RRIER 42 SAF. \ -EEL 4 STICK I )VN3' 'L' FLA -IING FULLY EMBEDDED N ROOF CEMENT 061 X 3' 26 GA. GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, )P MIN SPACE PROM DRIP FACE TO TREX /— WATER PROOFING lit—/ riil II< LAYER (2 LAYER PEEL AL 4 STICK) PEEL 4 STICK FLOOR - 1' I ))'XI )J' P.T. OR SIMULATED WOOD (TREX) FILLER coNTlNuouS Y4' GAP ROR SEALANT OPT. BACKER ROD. MODIFIED w 3/4 RESILIENT 14AT CHA?+6L VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL WREXTURED 4 PANTED FMISN J' THICK 3 COAT CEMENT PLASTER / WOOD SHEATHING —� WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER-----, METAL LATH ]' THICK 3 COAT CEMENT PLASTER \ 6'6ELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER '2 EXTERIOR COLUMN -COLUMN SHEATHING 6' SAP. �i JVO' 'L' PLAS14M 'FRILLY EMBEDDED IN ROOF CEMENT UP X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FILL BED OF SEALANT,)1' MIN. SPACE FROM DRIP WATER PROCFNG let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHNG VINYL COMER BEADY (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN f W /"T" VT.ACT-TTWrl- WOOD SHEATHING WRB LAYER 01, 1 STUCCO WRAP 1 WRB LAYER 112, F-ORTIF15ER WILDING PAPER ' METAL LATH (EXPLODED THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER R, FORTIFIBER BUILDING PAPER— METAL LATH i' THICK, 3 COAT CEP PLASTER 6'SELF-ADHERING FLASHING DRIP CAP ---'� WINDOW FLANGE 15 B CASING BEAD ® WINDOW ( FRAME, NO BAND) PA R C N I T E C T i ...-. LONGWOOD, FL 32750 - PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.eom AA#:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134i88-2828 FAX:819S884802 rld aZTSD2V. a L01! SILVERADO LOT #9 BLK. 13 PllOJ>IQCTR/ 03719.000-09131 aZM5-B OAnAGZ OWING. RIGHT PAOJM WALL ASSEMBLY DETAILS 150 MPH EXP. B DP M 7/07/20 OCAIM 1/4"=1'-O" s WA3 aZTSD2V. a L01! SILVERADO LOT #9 BLK. 13 PllOJ>IQCTR/ 03719.000-09131 aZM5-B OAnAGZ OWING. RIGHT PAOJM WALL ASSEMBLY DETAILS 150 MPH EXP. B DP M 7/07/20 OCAIM 1/4"=1'-O" s WA3 WOOD SHEATHINGa WRB LAYER "I, -- STUCCO WRAP � WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH ]' THICK, 3 COAT CEMENT PLASTER —� 6'SELF-ADHERING FLASHING WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER METAL LATH i fEXPLODED rJ' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WIRE, LAYER h, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FL BUILDING PAPER METAL LATH — THICK, 3 COAT PLASTER —C 6'SELF-ADHER FLASHING — DRIP CAP — WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD )Y GAP TYP J' THICK 3 COAT CEMENT CASING DEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER 0 STUCCO TO SIDINGS TRANSITION WRB LAYER 42, FORTIFIBER BUILDING PAPER SIDING WOOD SHEATHING WOOD SHEATHING rM -I, \ \ WRB LAYER 01, �I° STUCCO WRAP 'I— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) DI=YOND TRUCTION -. WOOD S MATIOn ITT RE616TIVE UEATMR PM16TIVE BARINER 4 X.' X 7 Y� 61DING-, RAWIIGAC44E ' -� 6TARTER 6TRIP—w \ s I \ 6RA6NIrI6•ADFIEIVNG BARNEIR SISTIVE DEARER IIE&6TIVE BewINeR a FLASHING y HER6Us diALV'D METAL 'T BASHING` Ifilig 5ifft an WOOD TmM MEMBE� - - ` CABO" / VId X 6 erjUliogED ER I %: TRaT \� •? / OR AFF"OVIED SEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S41-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER 01, WOOD, CONSTRUCTION ��THING- STUCCO WRAP UE�R W- MTIVE- UE�ER 11MIOTIVE - WRB LAYER 02, FORTIFIBER UP6"R k"SlDw' BUILDING PAPER � WEIRING- METAL LATH STAMMSTMF-- (EXPLODED J" THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD C9) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' z V-0' YEATHCR BAINtlER WEATHM I 1 \ �IIEATHER RESISTIVE BARRER'1 TO LAP W MIN. ABOVE TOP OF WPLASI" SIDING TO STUCCO ® FRAME TO FRAME a 19 TRANSITION THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / ,:. WINDOW FRAME f WRB LAYER'2, FORTIFIBER BUILDING PAPER — E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY -------------------------------------------------- f ---------------------------------------------------- Y4' GAP TYP 1}' THICK, 3 COAT CEMENT IN CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH DEARER RESISTIVE \ DAFMIt -1 TO LAP \ Or1PL4 TT°r \ �T Elt I9�.el6tivE 11"THEI! 14E816TIVE BA1NISM R W816TIVE WRB LAYER 02, FORTIFIBER ; WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 1 I 6' WIDE PEEL 4 STICK I OVER FLANGE ; WINDOW FLANGE ; E-Z BEAD VINYL CASING 2X FRAMING (W/3y' FLEXIBLE PVC BACKER ROD) MEMBER •APPLY FULL BED OF SEALANT BETWEEN ;I BUILDING FLANGE 4 BUILDING WRAP WRAP ��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — WILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — A N C N I T 8 C T t GrDus n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesigngoup.com AA 6: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-OW2628 likk FAX: 813886.2802 -07 svlw:v awn SILVERADO LOT #9 BLR #13 JZCTO 0O-09131 MODMI, 5-B OARAGM OWING: RIGHT 2FAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B Term POLO -I HOUSEI CUT NOUSM~ TULTC P AT 4S' ANGLE rt WEA INHousMODIFIED -I- CUTOUT �• —_•� FOLD INAT APPROVED NOIREURA' OVER SHEATHING OVER w em WALL STEP Al INSTALL S' SELF -ADM! FLASHPYa9 NAILING PL JAMOO EXTEND PL r BELOW S FLEXIBLE I DO NOT SE PN NSTALL S— M"-ADMERNG LASHSG OVER AM HEAD %-Aow m(WnNI DAMS) NAILING LANCE 90TVO KELP-ADVi1W6 % AAHNm 1' MIN SEYONO JAMB LASHING INSTALL VINYL L CAP ALIBI/ PLASHNS W/ INT. EDGE OP SILL MO. rlOMANWALLY FASTEN PAMOD NAM, STAFLES) INSTALL DU47NT PLE)WRAP AS n PLASMA AT THI DIAGONAL CUT H ACROSS MEAD OF WINDOW IPPLY M' 70NTTiUOtY IF SEALAn AMBS IPPLY TO TO NA LANCE N 'IR-PISICI IDLE! OR INSTALL .' WIDE ADWESIVE BAD(ED FLEXIBLE PLASM% MATINAL OVER DRIP C.AP JOINT (PROTECTOI~ BT-216m. a now) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS E NT L IT U THE CONTACTORS RESPC"WLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WOUSEYRAP, SEALANTS W SELF-APWMWm PLASHING MATERIALS USED DURING ta1STPLACTION t. INSTALL ALL MATMOALS PER MANIFACrJMM MTTEI ORWIMMATIONS SEALANTS MAY REACT ADVNOMY IF NOT GOYATIBLE. SIM LEAN AND SEAL JAMB TO SILL JOINTS WITH DOW INNS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING tINTERIOR PERIMETER OF WINDOW WITH ALANT A B C N I T 1 6 T i 1lseidn FAX www.ebdedBrlsroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33534 PN:1319Ni 432. FAX: E1388&2902 OUDDIV. ae XAV SILVERADO LOT #9 BLK #13 rieoJJWTr 03719.000-09131 xaD=- 2795—B aARAOX SVnN4Z. RIGHT ""WALL ASSEMBLY DETAILS WINDOW FLASHING 150 MPH EXP. JUL' ap 7/07/20 aCALI: 1/4"=1'-O" BVIENI 4T WA5 1/8' TEXTURED FINISH 0 WOOD, V 1R' TEXTURED ' �----------- --- -- ------------ -i FINISH • cm x - -- 2x6 SUB -BANS W/I'x4' NOTCH o METAL LATH x x x - -- - END, WRAPPED IN x x x x x ---- - I, - PEEL 4 STICK METAL FASCIA WRAP . - WOOD "ATHMG x x x x x x OR U1Rp LAYER 4, x x x x x x I — DRIP EDGE �\ STUCCO WRAP(FRAmE ONLY) x x x x x x x x x x x x URE1 LAYER 4, FORTIFIEIER x x x x x x x x x x x x �. I F - -- - I \ 19UILDING PAPER ; = E OR CMU I/S'/8' TEXTURED I\ -- (FRAME ONLY) x x x x x x x x x x x x x FRAM I FINISH m WOOD I `� 2X6 eue BAND x x x x x x x x x x x FELT PAPER 1 11/8 I/2' TEXTURED I \ " ROOFING CEMENT x x x x x x x x x x V FINISH ® CMU i �\ DRIP EDGE x x x x x x x x x x DRIP EDGE \ x x x x x x x x METAL FASCIA \ Q /� (REFERENCE POINT ` ©I L l"rtN METAL KICK OUT WRAP J6' FROM x x x x x ONLY. FOR WALL OFF STUCCO, I' FROM `\ x SET OF COMPONENTS) �\ �4 / \ �- - - ------ : i • � � WOOD WALL EXTERIOR WALL (FRAME OR CMU) \`\ NOTE: NOTCH FOR 2X(o \1 SUB BAND ONLY I 7- ®ELEVATION ROOF KICK OUT REMOVED FOR CLARITY _ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 11/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU / 2.6 SUB -BAND W/I'x4' NOTCH e2 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL 3. METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UJA�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY x x x x x x x x x x x '4 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 PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x :.•.,: 2'x4'x4'-0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-S' x x x x x (REFERENCE POINT O.C. MAX. x ONLY FOR WALL OFF SET OF COMPONENTS) 2x SUB -BAND W/Wx4' oe NOTCH ®END - METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP Wl%'x4' NOTCH A p I LAN DRIP EDGE PEEL 4 STIICKD IN EXTERIOR WALL -ROOF CEMENT +� (FRAME OR CMU) ROOF EDGE FOR SUB BAND DETAIL O WALL CCLLATRIT W/KICK—OUT 6 Grown 441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vwvw.abd"gngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813SM2802 04 aLlsDIV. . Lo SILVERADO LOT #9 BLK. #13 PmawT/ 03719.000-09131 ago 2I, B GA>RAGM OWING - RIGHT PADIIIII:WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B AL 1 aP ATM* 7/07/20 8C.&M 1//4"=l'-0" s dV A6 .lw_w 3V-8" 27'-2" X-6" J TE-1 — — — — _ — FM 16X18 _ _ �� F2-30X30 8•-4' 10'-3" 3'-2" 3'-2" i "4'-5" m I 4" CONC. w� SLAB ~ -� a F1-30X30 4" PVC i i N CHASE i i 5 10" 9 2" 4 4" '/ $-3112 J 1"PVC CHASE V FM-i8X18 _ EXTEND FOR ELEC. ' SLAB 1 1/2" ISLAND ; 0 11 22'-2" 8'-10" 19'-0" i f? 'VT -OP OF, f� SLAB i r� i i 4 if if 29'4" 20'-8" �I I I I I I I. I I I. 1 L T E-Z 1.1 iv --_ ----J 71 7 2'-3. 5 *:51/2 ro �I 5'-6" 2-8- 2'-8" 2 g I 10'-10" 18'-10" 1.1 . I EXTEND SLAB 1 1/2" I . 11 iV 1.1 .F�16X1g —. N aw 0 F1.24X24 h -3 1/2 4 mI x 12 . ' 3-0" UI FMC-16X18 4" CONC. LL I wSLAB 8' 0" 10" 2'-0" 16'-0" 2-0« I 4 _ W6111X18 5,4« 9,-0" �" 4 :71/2 FM-18X78 F1-24X24— 1'1 LL FM-16X18 _TE-1 J 20'-0" 50'-0" SLAB SLAB FOUNDATION NOTES ( 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 3 2. TOP OF FINISHED SLAB SHALL BE -4-0". 1.1 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + O'-W, SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, GINDICATES #6 BAR,ENDICATES #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 3(r, #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS �? OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1.500 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx6 W1.411.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH i LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. FM-16x18 18' CONTINUOUS 18" (2)#5sFMC-16x18 16" CONTINUOUS 18" 6 #51N CURB VARIES F1-24x24 24" 24" 17' ( s "BELOW GRDTE-1 8"SEE PLAN 8" JSHORTLONG - '-4" TE-2 8"SEE PLAN 8" sCWC-12X12 12" CONTINUOUS 12" s #51N CURB VARIES F1-30X30 30" 30" 12" (3) #5's - 8"BELOW GRO F2-30X303030" 12" (3) it5's(-)12" BELOW GRID FOUNDATION PLAN SCALE: 1/4" = 1'-0" A I C N I T I C T i 6 Groui �n 'l41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdWpgroup.com AA#: 0003325 DRAFTING BY: A B. DESIGN GROUP DRAFTING INC. 5439 BEAUML TER BLVD. SUTAMPA, 33634PH: 8828F802 BUDDIV. & LOW SILVERADO LOT #9 BLK #13 PROJMCT# 03719.000- 9131 MODZU 2795- B GARAGIC 8WING: RIGHT PAGIC: FOUNDATION PLAN 150 MPH EXP. B 30" - MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED d 1, STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND °� a 0.^ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS p� T SPACING REQUIREMENTS o OT C GARAGE DOOR ¢ C Q W V Lu I W RECESS a Q ". I w ta/1 to Z 8" CMU WALL O N �i Z 8" CMU WALL 'AB ,('� NOFOUNDATRON SAMEAS ER BAR e I ' f 30�LEG EACH W S e+ i7 •- 0'-0' TOP OF SLAB '- TOP OF SLAB d ',,{' I WAY AT ALL CHANGES IN DIRECTIONS I SO THAT THE STEEL REINF. IS CONTINUOUS (n co MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR as EXT. PORCH SLAB SEE SLA85CHEDULE� BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORY)- EXT. PORCH SLAB - VARI S SEE SLAB SCHEDULE TOP OF GARAGE I°I' I� °'' o. °' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEV: W/ 1. IS,• '._e, JOINT (WHERE • '. • 6" CHAMFER (2-STORY) 19, p4 24" W/ 1/2" ISOLATION I - 4" CHAMFER (1STORY) 6"CHAMFER (2STORY) �. 0'-0" APPLICABLE) Z SEE SCHEDULE 30„ JOINT (WHERE APPLICABLE) a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 42„ AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO —FOOTING EXTERIOR MONO —FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" BQALE:34'=,'=+'-o CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL W116d COMMON AND NAIL W/ 16d COMMON VERIFYHEIGHT 4" VERIFY HEIGHT NAILS, 2-ROWS, O/C BTM. HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE W O o_ ' No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING, SINGLE NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'St8" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. 9,0 0. SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE OBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED CL g I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. Q 16" OC 10d MASONRY NAIL 6SLAB r0/C STAGGERED. GALVANIZED PIPE p SIMPSON SPH4 SPH6 ADDITIONAL METAL W/FLANGE BASE _ FOLLOW ALL MANF. AND P PLATE BANC CONNECTORS NOT SPECIFICATIONS FOR co Q ORS WTM od x 112" REQUIRED WHEN NO = r>S USE AND COMMON NAILS FILL ALL r/1 UPLIFT IS PRESENT. m PREPARATION OF HOLES, DO NOT USE IOd W W Z HOLE. x 3' 0: SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO Lu Q SLAB W/(4) 114" X 21/4" o p MQQQO . 0'-0• ^ TAPCONS TOP OF SLAB ... <. OP TOF SLAB . ..e 4" CHAMFER (1STORY) ° �� < . �, �` •��.=° a 6" CHAMFER (2-STORY) - - a EQ. EQ. SEE SCHEDULE EQ, EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION p SCALE:34"=1'-0" (NO UPLIFT) SCALE: 3/4"=1'0 (W/UPLIFT) SCALE:3l4"=1'-0" 30ALE:3l4"=,'-0" LAP TOP PLATE A MIN. OF 48" —may 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 C BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL a. p PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q °0 U ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO 0: y UPLIFT IS PRESENT. O 8" CMU WALL . o•-0• POURED LINTEL CONT. (TYP.) ;Cy.. 8" CMU FILLED CELL (TYP,) - TOP OF SLAB .I• ' SEE SLAB SCHEDULE 2X WALL FRAMING .- 0-p• SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB a • Z s MINIMUM EMBEDMENT INTO - "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND •a, .� CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • !.. POURED MONOLITHICALLY WITH -r— — FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE 74,FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �1INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3DALE:3/4"=1'-0" (NO UPLIFT) S4F0220TjlLN.G.AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=V-0" I ROM I T A 6 T i 6 GMO NO, n 41 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813$86.2902 auBDM Se LAT SILVERADO LOT #9 BLR 113 PIm0j=Tp 03719.000-09131 MODSIA 2795—B GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. Aj A N C N I T N C T B 6 i Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.aWeei@ngroup.00m AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862828 FAX: 813ZM2802 $xroUrv. a LOT SILVERADO LOT #9 BLK #13 PROJzcT# 037 9.000-09131 MOaMXe 2795- B GARAGE OWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = 1' 0" TIE VERTICAL REBAR TO HORIZONTAL g. REBAR GROUTED BOND BEAM - VARIES PER ELEV. •- ° Z a 5 • la °a ❑ Q Q a #5 BARS 1 " • 10" HOO O CLEAN OUT REQUIRED-.._a:� a•�"�•° -:., '°� p� 1'-0" ItFOR INSPECTION m m ❑ m It OI g 0'-0"FIN. FLR. j O •a . - TIE HORIZONTAL REBAR El ° � TO HORIZONTALREBAR W/ 10"HOOK R24' t -0 Z : > CMU UNIT DIMENSIONS 00 OFFSET METHOD CONTINUOUS ARE NOMINAL SIZES BAR SIZE 48 BAR DIAMETHOD as xa" 1 �` MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 30" * 3 SCALE: 3/4"=1'-0" REINFORCING n REINFORCING #7 42^ SCALE: 3/4"=1'-0" L A R C R I T R C T II Design PH: 407.7748078 FAX: 407.7744078 WWWA AAA: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8134IM2802 '1NIIIIII1'' BVHDM All LOT•. SILVERADO LOT #9 BIK #13 PROJECT* 03719.000-09131 WoDzu 2795-B GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B BVHDM All LOT•. SILVERADO LOT #9 BIK #13 PROJECT* 03719.000-09131 WoDzu 2795-B GARAGE SWING: 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 W1(8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. 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 P8936, .177' * x 2 7/8" LONG, WITH WASHER (81 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 a SIZE DESCRIPTION REMARK 10 (2) 2X12 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WXH; REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 Bx8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 8" PRECAST 6 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS �/1/NI■ SAFE LOAD -POUNDS PER LINEAR FOOT SAFE GOAD I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH O1/O V4r (42'7 PRECAST 2231 4'4- (4V) PRECAST 198E 4'4' (641 PRECAST 1689 S-C (641 PRECAST 1217 6-la (M PRECAST 1002 V-r (M PRECAST on r4- (W') PRECAST 743 V41- (1lr) PRECAST 554 1d4' (12r) PRECAST 475 ll'-C (lWj PRECAST 382 lr-0" (144') PRECAST 3S7 ITT (160y PRECAST 20B W-W (1M PRECAST 279 14'4' (178-) PRE8TRE88ED N.R 194- (184') PRESTRESSED N.R. ITS- On PRESIRE38FD N.R. IV4- = PRESTRESSED N.R. 21'4' On PRESTRESM N.R. 2r-r (2949 PRESTRESSED N.R 2V4' PRESTRESSED Om�OD00 OD��mO 0m000�� IOD��mm�� 0�00�00' mo��romao 0m00�00 m®00000 otm0000v mm000mo �m000Q1"Q, Om0��m0 00�0IO�Q� oomvomo 000momo OD�m��O 00mm�00 oommmoo ®��0mm0 ®�mm�m0 11©�101�16..^7 m117 AI0�01100110 O��m00® DOtOtt©©© 1®11011�:7 m III 11� 11 QD�m�Om t10101©0�I0 110110��®mm DOtOt1000� Om�Ommm l2eB") NR is 1 140 1 40 1 04 1 4N I AGM I 11L (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS Y-r Rn PRECAST 102E 1024 168E 3-4' (4r) PRECAST W4' (46') PRECAST 7B6 703 13M 4'4' (4r) PRECAST 4'4- (641 PRECAST S02 691 1073 4.4- (61') PRECAST B4' (649 PRECAST 411 411 745 B4- O'n PRECAST S-10- M PRECAST NO 339 610 s-10' M PRECAST T4' M PRECAST SIR M 490 S4' M PRECAST T4' M PRECAST 424 634 383 r4- Mn PRECAST P4- (1127) PRECAST 326 612 230 01-C (112-) PRECAST 104' (12r) PRECAST 284 401 180 1014- (12r) PRECAST IT-P (13r) PRECAST 200 462 154 ll'-M (13r) PRECAST 1r4' (144') PRECAST 244 402 137 124- (144') PRECAST 13'4- (16O) PRECAST 217 324 110 17-C (1W) PRECAST 14'4- (16n PRECAST 206 293 100 W4- (18n PRECAST W4- (176M PPESTRE88ED N.R. 254 91 T4'4- (176) PR66TRESSED low (184') PRE87RE88ED N.R. 20 83 16'4- (184') PRESTRESSED 174' Mn PRINITRE88ED N.R. 194 64 1r4- (2M PRESTRESSED W-C (292') PRE9111IMSED N.R. 148 62 1r4- (282') Ppammm 21'4- Wn PRESIRESBED N.R. 125 42 21'4- Mn pgEB'I 2r-0' (26P) PRF91RE88ED N.R. 116 40 2r4' W49 PRE No w9 PRE N.R. 91 33 2P4' (Y66') P (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINUM P OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 180126.03 1 ♦ BETS-1T/OM/10 8F16-lT/OM/OB F16-lTIOM/lB - Im ♦ g 1 I 1� .1 1 1� ♦♦ m ♦� � N i 8F16-lT/OM/1B 10'-6" Q ♦ ♦♦ I `♦ I ♦ I ♦♦ I T 1 1 1 1 1 1 1 1 1 1 1 s 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ♦♦♦ UNO, PROVIDE 881 WHERE ROOF TRUSSES BEAR, TOP ♦♦ OF WALL EL. 9'-4', LINO. , ♦♦♦♦ I , ♦♦♦ I' ♦♦♦ 1 1 8RF14- ♦♦ 1 1 lT/OMIOB 1 1 1I N 1 1 ♦♦ 1 1 i 1 ♦♦ 1 1 1 1E ♦♦ 1 1 1 1 1 1 ♦ 8F36-lT/0MI0B 1 t 1 8F18-lT/0MI0B 1 1 914" I 1 I 1 1 I 1 1 1 1 1 1 1 AF�A_1 T/f1M/1R 1 CC 0 O 0 m fo � �tol o]orq.. .::::3: .•.:.:.:.:.3:.3:.:.❖ : o o,' o,, BEAM PLAN �1 1 1 1 1 0 1 1 1 1 1 1 1 1 i 1 i 1 1 1 of Cn 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 �1 �1 1 1 1 I 1 I 1 1 I I 1 1 1 1 1 1 1 1 1 ml of ME, ml 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgmgroup.com AA #: 0003325 J IF DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813-8862802 9tMDIN. & LOT SILVERADO LOT #9 BIX #13 PnoizCT# 03719.000-09131 MODL%g 2795-B GARAGS BWMG: RIGHT PAGIM LIFT BEAM PLAN AND NOTES 150 MPH QW. B NOTES TO THE INSPECTOR/CONTRACTOR TYR e'xa" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR ft`16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BARLAP FOR EACH �JE / OF OND IS OMITTED AND A LINTEL IS PLACED. THE STEEL E BOTTOM 1 COURSE OF BONDD BEAM M REINFORCINGCOURSE FORT BOND BEAM IS TO BE ONT CONTINUOUS THROUGH THE TOP OF THE LINTEL. o„ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. x��t VERTICAL REBAR W/ 10" HOOK p,0y_6F�G OBL. BOND TOP OF `L BEAM •��" � Q� EAM W/ (1) #5 BAR BOND BEAM \Q EACH COURSE \�\G Bx8 BOND BEAM TOP OF W/ (1) #5 BARIDBOND BEAM 30" TYPICAL f� v' F = FILLED WI GROUT I .\T.U = UNFILLED GROUT SOLID FROMT P NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTBEAM BAR IN BOND BEAM COURSE#5 NOTE 5 pSEE T/1 B LIN ELL W/�T#6BBAR _,6-1 NOMINAL LENGTH OF BAR=WIMASONRY HEIGHT# OF #5'S, TOPCORNER BOND BEAM COURSE OPENING-2n BEAM DESIGNATIONIT IS THIS ENGINEER'S INTENT OR THAT XFXX- IT/i M/08 NDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRSCALE: 3/4"=1'-0"AND REINFORCING OF BOND BEAM XFXX- ITIOMro8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATITOP AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X SINGLE BOND BEAM RIVE TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE. 145 MIN WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" `r EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST '4 iK" OR DRIVE PIN (MIN SHANK WINDOW SILL SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" 6 1-114" EMBEDMENT 4 2x8 (MIN 2 X 3) 2-Y16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND ECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" IN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT L[7116"OSB TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 �5� ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE:11/2"=1'-0' SCALE: 314"=1'-0" SCALE: 3l4"=1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II I U II I�Bx8 it CMU PIER PROVIDE 05 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. Of OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 4"=,4' SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3l4"=1'-0" A I C I I T I C T• 6 Gros ,n L44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoW g t®roup.com AA #: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813488-2828 FAX: 813888.2802 IIIIIIINII >lUNDM & LOT: SILVERADO LOT #9 BLK 13 PROJECTp 03719.000-09131 xoaar. 2795-B GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B A RON I T! C T t FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, jl J, I CJ3 _ ■ ■ ■ ■ p N N N ■ tl ■ ■ tl p ■ ■ ■ N ■ ■ CJ3T I I I I I,DI = 1 CJS :_ v n N ■ N ■ q p ■ N = L CJ5T C to AH7 1 II I I . _ ®s_s_:_s .�s_s_a v_smmssLmma 11 I a a aaaaS Iiiiiiiiiii1ilir a mom a aim a mm a aiiiiiiiiiiii a a=aaa 6 m • I I ------- —Go — — — — I — — --- BETWEEN TRUSSES — �O� OEENNAZED TO ADJACENT a a aaas a N SEEN a MEW a aa�a a kiIiiIiiiiiii a a»az a TRUSSES W/ (2)18d COMMON NAILS& SECURE TOSM. W/ _n_n_m_aa�a SO PSON LTA2 USED TO BRACE I i TOP of WALL. I I v_v —a_s a_a_sa 1I II 1--------®m—m>�Is m� _vavamv_ = E:: I I I I a m1_ms�:vcm�a�:mmmm.: ®Is�v U3csr�a_s_:_:_n n as 22X I ATTIC I I q------_vnvasysmz ----m s sLBitCrt��..�s _s_a_s��ane II I -- �_m_n_a_a_a_a_!a a_a --- _n n_maa�amnvsa_ms n_._v.a_a...v_a a n®. mn,a. .�.....a_r— ------------- a vacs v®eva® s ®. ,�=ess�s_s II I I II I I II II I I II II WIN I I I I Lu E I I L'� C N II I I —e.�._a L------------ = PREFABRICATED MAX -----ate.—v—.._Z �I I w_a_s_v_v_m_I. I I I 1 I I J->_m_n_va_a_a_IL n — . _._n_v_n_a k _s_:v■sseasa v_-Norms----s---- _vvvs._._sa�.� Ca=>ss>a_s_n _s:._:sassvva� '�rff An®CE>S�a_v_v_- raa� s_v_=@v AH7A "01_v=®.} AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 A5 AH23A AH21A AH19A AH17A AH15A AH13A AH11A AHBA g a_a_s_i -— a a_ a_a: C a_a_n_.I I I I_ m C 11 N W N II NII I B s_a_n_a . a_a I WI WI wlI •_._v uJ C u--11--j--tl- _ - — - — - 7---- - — - — - — - 7tl C BGE . ®. ------ -t --- L ----- FRAMING PLAN SCALE: 1/4" = l'-0" 7De IReL 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA8:0003325 DRAFFNQ BY: A.B. DESIGN GROUP DRAFTING INC. IS 439 BEAUMONT CENTER BLVD. SUITE 1004 TAMP., FLORIDA 33634 PH: 813486.2628 FAX: 813-886.2802 OT7HDIV. & LOT: SILVERADO LOT #9 BLK. 13 PROJECT# 03719.000-091 1 MODEM 2795—B GARAGE OWING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B PRINT awTE• 7/07/20 OCA M 1/4"=1'—O" OIiEET s3 C to AH7 1 II I I . _ ®s_s_:_s .�s_s_a v_smmssLmma 11 I a a aaaaS Iiiiiiiiiii1ilir a mom a aim a mm a aiiiiiiiiiiii a a=aaa 6 m • I I ------- —Go — — — — I — — --- BETWEEN TRUSSES — �O� OEENNAZED TO ADJACENT a a aaas a N SEEN a MEW a aa�a a kiIiiIiiiiiii a a»az a TRUSSES W/ (2)18d COMMON NAILS& SECURE TOSM. W/ _n_n_m_aa�a SO PSON LTA2 USED TO BRACE I i TOP of WALL. I I v_v —a_s a_a_sa 1I II 1--------®m—m>�Is m� _vavamv_ = E:: I I I I a m1_ms�:vcm�a�:mmmm.: ®Is�v U3csr�a_s_:_:_n n as 22X I ATTIC I I q------_vnvasysmz ----m s sLBitCrt��..�s _s_a_s��ane II I -- �_m_n_a_a_a_a_!a a_a --- _n n_maa�amnvsa_ms n_._v.a_a...v_a a n®. mn,a. .�.....a_r— ------------- a vacs v®eva® s ®. ,�=ess�s_s II I I II I I II II I I II II WIN I I I I Lu E I I L'� C N II I I —e.�._a L------------ = PREFABRICATED MAX -----ate.—v—.._Z �I I w_a_s_v_v_m_I. I I I 1 I I J->_m_n_va_a_a_IL n — . _._n_v_n_a k _s_:v■sseasa v_-Norms----s---- _vvvs._._sa�.� Ca=>ss>a_s_n _s:._:sassvva� '�rff An®CE>S�a_v_v_- raa� s_v_=@v AH7A "01_v=®.} AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 A5 AH23A AH21A AH19A AH17A AH15A AH13A AH11A AHBA g a_a_s_i -— a a_ a_a: C a_a_n_.I I I I_ m C 11 N W N II NII I B s_a_n_a . a_a I WI WI wlI •_._v uJ C u--11--j--tl- _ - — - — - 7---- - — - — - — - 7tl C BGE . ®. ------ -t --- L ----- FRAMING PLAN SCALE: 1/4" = l'-0" 7De IReL 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA8:0003325 DRAFFNQ BY: A.B. DESIGN GROUP DRAFTING INC. IS 439 BEAUMONT CENTER BLVD. SUITE 1004 TAMP., FLORIDA 33634 PH: 813486.2628 FAX: 813-886.2802 OT7HDIV. & LOT: SILVERADO LOT #9 BLK. 13 PROJECT# 03719.000-091 1 MODEM 2795—B GARAGE OWING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B PRINT awTE• 7/07/20 OCA M 1/4"=1'—O" OIiEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 024.O/C, SUBMIT SHOP "ROOFAVALL/FLOOR A R C N I T N C T i DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (I) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFM/ALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO (12) 16d x 1 J" NAILS TO TRUSS DBL STRAP, i EACH SIDE WRAPS UP AND SHEATHING FASTENER SCHEDULE" GI iDd X 1 }" NAILS TO GIRDER. PROVIDE 5" S, 2 O ADDED 6", 8" X NAILS, W/ 10d NAILS, 2 ROWS, 3" TRUSS AND (4)114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL LINTEL �pc M i l l ' 1 OVER TRUSS (NOT SHOWN) MINIMUM. CONCRETE O/C TO FACILITATE ONE G90 C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX TO # 1900 UPLIFT (2) SIMPSON Ine" (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMEMS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF 1441 N. RONALD REAGAN 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 TRUSS AND (4) ll4" x 2 1/4" 74- 078 1X2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-0) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: PH:407- FAX' 407-774d078 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) }" x 5" TITEN HD TO CMU AND (12) SOS CONT POURED LINTEL 2x SECURED W/ (3)16d }" x 2 }" TO GIRDER #: 00 www.abdeslgftgroup.com AA #: 0009328 GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES Q 24" O/C, 1x2, 2z WOOD FASCIA (2)7/' x 5"TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING BY: 12" O/C FOR REVIEW 2x SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH A.B. DESIGN GROUP AND APPROVAL GALV. COMMON NAILS. 2 x 5'TITEN HD TO CMU AND (18) SOS "x T. () J } DRAFTING INC. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEASUITE CENTER BLVD. MASONRY BOND BEAM GALV. COMMON NAILS - 12" O/C ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS 1 004 SEE SCHEDULE FLORIDATAMPA, IDA 33834 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: 813888-2628 FAX: 813.8�}2602 B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8886 LBS (2 PLY MIN ) 2" COVER 8 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1 A 1B 1C TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR g�-y�y-1-W GIRDER CONNECTOR(S) 2A 2B 2C 3 SCALE:34"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 314" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EX TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA72 20 GAUGE COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING W/ 10dxl/2 HOG NAILS (Y-0" TO 30'-0" (1) "X" BRACE SEAMS) PER LEVATION@ EACH END. TOTAL OF 10 30'-," TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (I "X"B RACE[($ CENTER TO BLK W/ 1/2"DIA. FLOOR GIRDER 6'-0" MAX (W/1X4) 2 EQUALLY ANCHOR BOLT W/ 2" OR 10'-0" MAX (W/2X4) FROM CENTER TER TOEND WASHER SET IN HIGH 011nllllll 3001 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PER EL VATI NiL MAX. SEC ix4 DIAGONAL SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS PRE-ENG GABLE TRUSS BTM. CHORD P.T. PLATE WI 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX S. GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION TRUSS ENG) Wl STRENGTH CLG. BOARD il J ca> MAY NOT BE 20NOd's EACH TRUSS RDUSS REQUIRED ()OBE INSTSECURE TRUSS TO TOP PLATE wl (2) 1U-0" O.C. MAX. 16d TOENAILS DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF BTM. CHORD OTRUSSES MIN. 7"EMBEDMENT CCC11f TO SEE SCHEDULE FOR SLAB 8 (18)16d x 2X4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a° 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER 1/2" GYP. WL. BO. MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 19-9' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 7 SCALE:3/4"=,'-0" PRE-ENG'D TRUSS GIRDER/WOOD POST CONNECTIONS SCALE: 3l4 ,'0 °a. 5 SCALE: 3/4"=1'-0" %FLOOR TRUSS CONNECTION @ L.B.W. 5'EDGE CENTRAL SPACING SPACING �+ SCALE:3/4"=V-0" UPLIFT) (NO SEE SEE CHEDUL SCHEDULE E F IN PLAN T 7" 7" 6" 7" 7" 5" 5" 5" C! w . x O O O O O O O O SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH IWO O HOLE EDGE>5/8' OLE DIAMETER w 5112" MIN. EMBED. (IYP) 1.ENSURE THAT EXP. BOLTS/J-BOLTS ARE BOLTED INTO GROUTED CELLS, 8" ALL AROUND USED SO LONG AS THEY CONFORM TO THE FOLLOWING ounDIv ae XJ071 SILVERADO LOT #9 BLK #13 PROJECT# 03719.000-09131 WODZU 2795-B GARAGE 871ING: RIGHT PAGE: DETAILS t.150 MPH EXP. B < 2/5 D SGL. STUD Z 2. END OF FRONT AND REAR LEDGER SHOULD OUTER 113 OF IO LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS HIT T: 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 B 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" 'A 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 PAF'S SIMPSON TITEN 114" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA. x W MASONRY SCREWS MAY BE USED, 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)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314"° 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. OLE DIAMETER MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. PLATE < 315"0 DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 314" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLTSIZE 9EDGE8PACINO 00111IMBPACIMI A DOUBLE 2X8 11.1 8" O/C 16" O/C B DOUBLE 2x8 3/4" B" O/C 24" O/C C DOUBLE 2x10 112" 8" O/C 16" O/C D DOUBLE 2xl0 3W 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 18" O/C F DOUBLE 2x12 3/4" 6" O/C 1 12" O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE O SUBJECT TO FI AND F2 FORCES. IN AR D 7/07/20 11 ALTERNATE MATERIALS 8CALE: 1/4"=f-O" 8 AND BORING LIMITS WOOD LEDGER DETAIL SCALE:314"=1`D" B*lrw SCALE:11/2"=1'-0" 10 ���((--�� A SCALE: 3/4"=V-0" S " { • 1 A FLOOR DECK 'ElCENTERLINE CM 2z6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) l6d 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 SCALE: 3/4'=V-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 1 Od x 1 FLOOR TRUSS OR 12"HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=P-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES WI 10d 0 3" O.C. 1ST PLY INTO LEDGER AND 1 Od @ 3. O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER L V T N 4 o tL L) P ELEVATION C � 1X2 FIRE -STOP 1/4 — Mt #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF OFF 2x6; Mt 3l4" AS SHOWN SIMPSON A23 EA. TRUSS NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED MI AS SHOWN - DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 18" O.C. AND 8" FROM MI REINF PER PLAN END W/ MIN 5-12" EMBED. FLOOR DECK PER ELEVATION I1y���V IMF /q„ O Zpp NA9.IN0 PATTERN 3: PE LEVATI N 24. M PRE-ENGINEERED WOOD 20 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=l'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2z6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ 4 16d NAILS () (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND tOd lgr 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: Q 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 STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF CENTERLINE OFF 2x8; E(4) ND NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2NO FUR) COVER 5 TRUSSES) 3/4" AS SHOWN 2x4 BRACE 48" O.C. W/ (5)12d 1'3" MIN. FROM 2ND. FUR. FLOOR DECK U-0" TO 30'-0" (1)'W BRACE NAILS G EA. END LINE 2x6 CONT. W/ (8)16d NAILS 30-1" TO 60'-0 (3) "X" BRACE D0L 2X8 LEDGER TO CMU W/ 12" EXP, BOLT Mi 8d RING SHANK NAILS 4" O.C. MAX (� ST. OF FLOOR TRUSS PRE-ENG GABLE TRUSS (1) "X" BRACE (� CENTER 8" CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING (ST. 2X6 IS FOR WALL (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5.12" EMBED. 16d NAILS 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC III �/4„ IPAIA�� PER ELEVATION PER ELEVATION O Ful"lI PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR x SHEATHING Cp}r�� FASTENER SCHEDULE" P R ELEVATION irx PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER 1x2, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) TRUSS MFG. SEE ARCHITECTURAL MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16d ENGINEERED WOOD 12 Q.C. REPAIR DETAIL I F FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. SIMPSON HETA-16 @ EVERY TRUSS (VERIFY GALV. COMMON NAILS. TRUSSES @ 24' O/C, 1x2 SECURED W/ IOd SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 @ W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL 32"OC MAX (VERIFYW/TRUSS SECTION DETAIL 12"OIC ANDAPPROVAL SECURED W/(2)12d's� MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=V-0" PRE-ENG FLOOR TRUSSES ' c O W/ HIP RETURN SCALE: 3I4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE£NG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOO SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER FOR STRAPPING Q VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 T'O T'OP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2' DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG, BOARD 4x4/44 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14) I Dd SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV, NAILS. ISd 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 WI (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV, NAILS EA. STRAP 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. 2x4 SECURED EACH L HOLES, DO NOT USE WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS LWl ED 19-17 MAX.10d TRUSS TO BE INSTALLED 10'-0" O.C. M xA3 EPDXY 5-1/2" EMBED. MIN. @ IS- .1 I Oa 10b 1 Oc OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ea• ,.. TRUSAI InPOST CONNECTION SCALE: 3l4"=1'-0" :''. A - SIMPSON MTS-12 U < 990 LBS W/ (14)1 Od 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) 1/4N3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10)1/4" X 212" SDS TO POST CONNECTION @ L.B.W. S S,-,-�TRUSS P06TTO BLAB CONNECTION SCALE: 3/4"=l'-0" A&B -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 GA 0,335 W/ 518 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 8 (26)16d x 2.1/2" NAILS TO POST, AIICNITICT8 Des ,n`I G2 l�a 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abd"gngmup.com AA#: 0003325 A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BL SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138884628 FAX: 813SM2802 aysD:v. ee LOOT SILVERADO LOT #9 BLK #13 PROJECT( 03719.000-09131 MODMLs 2795— B GARAGE SVnNG: RIGHT PALM: DETAILS 150 MPH EXP. B e7 r M GABLE -ENO HIP ROOF w 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 BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT + 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5A8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed GUN NAILS LQ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 112" 0.120" 170,000 R G SCREW SHANK (16.20 RINGS PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z9 W , a rz Z y . w O 0Io ccct . . Q 0 . D rM J Z Y W TO 0 NU W LU U a U U m O °LU ° a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS � s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS t@ 17 0.6„(N FIELD t 314" T&G SUB -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: FBC-R 2017, 6M 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 -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non- wrIent 10 psf BTM CHORD +wn-can mrt DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 plf Iw ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 PSf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Op3f BALCONY LIVE LOAD 60 W STAIRS LIVE LOAD 40 psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAX PROVIDE 6%AR ENTRNNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE M BE CHgXERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64IL CONTINUOUS POLYETHYLENE VAPOR EARNER MEMBRANE UNDER ALL SLABSONGROUtD INHERE 04WATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD -1100 PSI AND A MODULUS OF DRAWINGS. SEAMS UPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. 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 FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 8m EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDINO PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, 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 T-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 801N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" NH BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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' BY 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 -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPVWTCA BCSI 1" 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. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT 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 A E TO BE USED AS A GUIDE FOR B RING WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, R EA DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: l0psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf. ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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 5301 ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS 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 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 1500 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE 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 C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,D00 W, FOOTING TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318' THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL 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 REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0N-GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESWNS,, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S"d- PWORTO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUREMEMS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. ARE TO BE STEEL. ETE CONCRTICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE ISA DRAY 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 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1R2* FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-W' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, SnRRUPS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION BIZE TYPE 9PACWG REANRKS APPLIwION SPACING REMAPof9 Ia PTFURRINGTO MA9dJRYl CONE. CASE HMOENEO W1 HAILIIYYLONO. GAMGEOOOR9JCK TO NA90NRYAoN 1N'1u. NO WA9NER TAPCON WA Y FASTENER S°WC 11R•EMBED.,A"ENDDIST., 11YCEOGEOIST, 9G0, AL ExT. DOOPS CASE HwNENEO CO IL YOIC WINWWIDOIXU FASTENED GARAGEDCORBUCK DIP. WI <°EMBED.,YfIU GIST., tx Pt, SEE NOtEB NNLitYY LONG. 9TAGOERED INTO IM9ONRYI�NC. To— WA9HER ENPA .NBOLT ]C Q'C TEDGE..T. wIN001•/BUCK C/SEHMOEFFO V wwrowr000w FASTENED r�ru sTR,w To CONTACT THIS ENGINEER FOR SPACING 1, Pr, 9EE NOTEe ISLONG. GGEREO aRO AusorxYrooNc. wsoNRrlar+c. REQUIREMENTS EM.9I.—HIT Y189N. 'TAPOOIf tY OIC BFDEDIST NOFLBEARINGW000 fxPAT A'ENx£O. A'ENO ]f OIC BUCK 2t Pr, 9EE NOTES NO WA9HER 40 FABTNER OIST.,11l1°EDGF paT. 11.,Il WALL TO CONL. SLAB WI WASHER BOLT D18T.,SEDGE DBE. A PyTS.El eVCI( SB•PAFx21/B' YCIC e•END. D19i.,11? TO91EEl WL., SEE G�IWIWASNfR NOTES STAGGERED EDGE OEtT. 1�ST�APLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 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 Z. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. Pa men I T ■! T !\ GrDuMn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com L AA N: 000832himP, A.B. DESIG('-00 UP DRAFTING INC. 5439 BEAUMONT CENTER BL SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M-2828 FAX: 8134IM2902 evsDi`/ & LOT SILVERADO LOT #9 BLR #13 PROJEOT# 03719.000-09131 MODEL' 2795-B GARAGE SMRTTO: RIGHT PAGE: DETAILS %150 MPH EXP. B bg.otq�, t 3