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s 99 2795-CAMDEN 99 • FOR:�'� •`G HORMN . 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 - 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 m=G CODS, RCmW AL, -glaMM�0 M 7M 1Wa11(� ) -.** *M.* •� �•,� -ALL awlVaY MY ILA -OCCUPANCY - RESIDENTIAL, GROUP R3 -coxsrRucrlox TYPE - vB -MDT. INTERIOR FINISH - CLASS B -BASIC 11DID SPEED - Vas =11 MPH Vasil=116 MPH -EXPOSURE - B :EXPOSURE RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES A A/C ALT. AMP DO CLG cCL CLR CPT. cam. c.T. D. Ds1 DG. DIA DIM. DISP. OF. U.S.D.s DTL. DW. ABOVE ADJUSTAIT[OFIMG ADJUSTABLE ALTERNATE BOARD CENTERLINE CEILING CONC CONCRETE CARPET DRYERCERAMIC nLE DRYER IxxIBIE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER LAN. MUM M.C. MIN MM.T, Merl N.T.S. O.C. PL PB. PH. PLY PLYWD PR P.T. R. RAD, REF REF. RM. R.O. SC SD. LAVATORY LUMIN°US CABINET MEDICINETURER MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED ON CENTER ON PROPERTYTONE PUSHBUTTON PHONE PLATE PLYWOOD PAM PRESSURETREATED RISER RADIUS RETURN FRIGERAIR GRIL,L REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMGLEHUNCTOR DATE DESCRIPTION 000MAS CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION �,RgAg ADDED 15m-G ENGMEERMCs PG Cl-COVER SHEET PG Al -GENERAL NOTES PG Al -FLOOR PLAN PG A2F-FRONT AND REAR ELEVATION "F" PG EI -ELEFT AND RIGHT ELEVATION "F" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS 01/2D/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN mT/15/19 FIXED DIMENSIONS FOR STUDY AND DMING ROOD /m2/19 REVISE SGIFT CALCS lm/14AS UPDATED LED LIGHTS PER D.R.HORTON Im/3m/19 UPDATED LED DETAIL BUBBLES PER D.R.HORTON II/08/19 ADDED FOUNDATION ON GARACsE BEARING WALL 02/03W UPDATED SIMPSON COANECTORS ILA. USP ADDED 150-0 ENGINEERING STATE OF FLORIDA PROFESSIONAL ARCHITECT: Q• ' $ FT. CALL. S 0204201 REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS 3/9/2m ADDED FRONT ELEVATION f' PER D.RNORTON IA4120 CHANGED ROOM NAMES PER D.R. HORTON 01/2-1/21 REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE ROLAND A. ABOUCHACRA AR No. 93723 STFLOORLIVW. 2,036 ba FT GARACaE 6IS Sa FT. ENTRY 65 Sa. FT. COVERAN COVERED LANAI 153 FT. LA. ELEV. Eq. E� EXT. F.G./FX. F.G. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXEDGLASS FUEL GAS S.H.slxcLExUNG SHT. SHrHG. SHWR S1M. SL. SHEET SHEATHING SHOWER SIMILAR SLIDING PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 01/21/21 REPATHED XREFS FOR THE 2020 FIBC A.B. DESIGN GROUP, LLC. TOTAL 3,113 50. FT. FIN FLU. FINISH OR SL.(L. STD. STANDC GIA55 S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FL FLUORESCENT SWS AWI) SHEAR WALL LONGWOOD, FLORIDA 32750 FT°R FRENCH DOOR FOOLING TEMP SECTION MED GLASS Tel: (407) 774-6078 GA GAR DISP. GAUGE GARBAGE DISPOSAL THK` T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 GFI GL. G�� �� CIRCUIT GLASS TOR T.O.S. TYR TOP OF TOP OF SLAB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA-DETAILS GYP. DD. GYPSUM BOARD UN.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE VP. VAPOR PROOF HER HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. FIT INSUL INT. . NSSULanON TNR INTERIOR wD. WDW . W/H W.I. WITH WINDOW WATER TER WROUGHT IRON PG S1.2—DOWEL PLAN PG S1.2A—DETAILS Irk PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAINING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS PG SNl-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG SD -SOFFIT DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFL's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAK 407-774-4078 wwwabdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813986.2628 FAX: 813586-2802 ISUBDIV. de LOT:SILVERADO LOT #4 BLK 15 ROJECT# 03719.001-04151 MODEL 2795-CAMDEN GARAGE STUNG: LEFT PAGE: COVER SHEET 150 MPH EA B DIUNT w 03/03/21 SCALE: 1/4"=1'—O" SI;EET C1 .r GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 8TTE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANIA THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 959/6MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & 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 5l 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 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: 1. 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 ROOFNVALUFLOOR 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. PLUMON i 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (GROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WIDEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVEFAM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2'THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1D63-19a & 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 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. R302.7. EXTERIORCEN" 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 AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 LNGBY: A.B. GROUPDINC.5438 BEENTER BLVD.04TAMPA 33634PH2628FA.2B02 SUBDIV. & LOT: SILVERADO LOT #4 BLK 15 PROJECT* 03719.001-04151 MODEL 2795-CAMDEN GARAGE glrMG: LEFT PAGE: GENERAL NOTES 150 JWH EYR B DwAR1E� 03/03/21 SCALE: 1/4"=1'-O" SHEET GN M1 Irm_ _I1 = oil1Ul��llo o o 011111��!ol■��I��,o FFF aI��1���_0 oIL_ i iEGIRESS- - o III 1 :I' O1 i IN BEMOOM i a ' Ell Ell ollll�llollo'—`�'� olollf�l��1�11L_ - W BAD. TEMP -------------------- i - i i • �� F� GMT i 11 GI ME I TO Ell g. ol�'{`�� -tZ DOOR Ell p� — Am1' mill t0ll ` _ 0 Is ROOM L� i AT -QMQ i i i i g i i I f mmmm d o I 11 IV r L INS '/1 O • tl' ion L� __ _- Nab A' lR'a IN i {'lanLgRi i i , Ell Ell m on i / Ell Ell w ON Ell ME OgIIO ,.�..rOINL ME `rim s NI o ° '► — i i : 1 N :' i _ . . . P.T.POST A5V.i o'lol� of";o 1 -5�4 Ell Ell SQ.FT. CAM'S IST FLOOR LIVING 2,836 SO. FT. GARAGE 619 SCL FT. ENTRY 65 SO. FT. COVEFIED LANAI 1%3 SGL FT. TOTAL 3,113 80. FT. CMFOMW AND CLAGOMNIDLOAD/ SAW IMD oTON E Fox 39=0043M OPB/NB BgNAiE M =WNINDMA FEW= AND7x'E FOOTAGE MIN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR SWING IS 5 23.4/-30.1 DR MIN. CRITERIA Sr D. MIN. 41 5 22.1/-41D CRITERIA 16010 O.HD. IO 5 20S/-24% BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCTONT MANUFACTURER. CROL DATE SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP MATERIAL TO PLANVARIES GABMETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL IBOX _IE3A R REINFORCING AT ENDS OF PARTITION ARIE� KITCEIEN BASE BRACKETS AS WALL CABINET =NECESSARY. 2'X6'X35-1/4' m LOW WALL I 2'X6' STUDS • I6' O.C. W/ 112' DRYWALL ATYP. CABINET SECTION SCALE: NT5 II FLOOR PLAN NOTES II - ALL DW'ENSIONS ARE FROM FACE OF T V BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UHO. - ALL INTERIOR WALLS ARE 3 Ai' UND. DRYER VENTED THROUGNI ROOF (VTR). NOT SCREENED. - AIR COI 4168BOR SET ON 44'X44' POURED CON- PAD. PAD BEGINS 6' FROM EDGE OF STRUCTURE. - SEE SFEET GN FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOPIS TO NAVE ARC FAINT CIRCUIT INTERRUPTER. - ALL FULL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE 61EAR WALLS. FLOOR PLAN SCALE: 1/4' • P-0' 4 NG DTL. 09TK_�M 0. 1441N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 l'StMDIV. & LOT SILVERADO LOT #4 BLK 15 P120JECT# 7 .00 - 4 M0DEU 2795-CAMDEN C;Al;?AGE BTIMG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DAB 03/03/21 SCALE: 1/4"=1'-0" 8HEET Al AREA OF ATTIC = 3972 SQ. FT. NET FREEVENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1906.56 SQ. IN. MIN. REQUIREDVEN11LATION = .5X 1906.56 IN UPPER PORTION OF ATTIC - 953.28 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL#OF VENTS REQUIRED = 8.28939 TOTAL#OFVENTSPROVIDED - 9 "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) V-4' BRI. HGT. _ B L FOAM GAP--� VENEER 0'-O' FIN. FLR _ 0'-S' GRADE M N.J V-4' BRI. HIT. 0'-0' FIN. FLR _ GRAD IN. BANDNG FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER PBCR R103.4 STONE VENEER TO ISE INSTALLED PER MANUFACTURE" SFECFICATIONS REAR ELEVATION TEXTURED FINISH BLDG. HGT. INGLE ROOF b' LAP SIDING TYP _ o- 4' ERG. HGT. IS'X60' DECORATIVE SHUTTER / VENEER 0'-0' FIN. FLR GRADE (MIN.) — - - - - - - - - - - - - - - - - - - - - - - - - - - - -'-'\ ISIMPSON STRAP PER DRAWING I I I I I I PRE-ENGINEERED I I ERG. HGT. TRUSS I I 9'-4' I I � I I = I LINTEL - TYP. I I I I CORBEL I SEE DETAIL I B/A2F I I I � I I o 9 16' x Ib• SO. I COLUMN I � I I I I I I I I I I I I0'-0' FIN. FLR \ -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — COLUMN DTL. A -----------------\ CORBEL t TRIM �* I I FOAM I C C CORBEL I I r 2' ROUNDI r Q' TRIM (VERIFY N FIELD) I SIDE VIEW FRONT VIEW I � I I � I \ i CORBEL DTL. B SCALE: I' . I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 81288-2802 StMDIV. de LOT Ill SILVERADO LOT #4 BLK 15 PROJECT* 03719.001-04151 MODEL.• 2795-CAMDEN GARAGE SIF MG: LEFT PAGE: FRONT & REAR ELEVATION "F" 150 KPH EA B li DwlET 03/03/21 SCALE: 1/4"=1'-0" SHEET A2F I12 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 5 9'-4' BRS. HGT. 0Ll El p LEFT ELEVATION TEXTURED FINISH STONE VENEER TO DE INSTALLED PER KOWACTUMISIM SPECFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 9'-4' 5R3. HST.$_ ■ 0El L11 =1 1:1 1:1 0 FIN FLR -_'_---------------- -------------------------------- RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO ISE INSTALLED PER tl~AC7URE!'8 SPEOPICATIONS 9'-4' BR'.. HGT. _ 0'-0' FIN. FLR 0'-8' GRADE (MIN.) 9'-4' BRG. HGT. 0'-m' FIN. FLR -_ 0'-8' GRADE CMIN.J 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX 407-774,4078 www.abdesigngroup.com AA#:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813386-2628 FAX: 813586-2802 SU13DM de LOT: SILVERADO LOT #4 BLK 15 PROJECT# 03719.001-04151 MODEL.• 2795-CAMDEN GARAGE SW MG: LEFT PAGE: LEFT & RIGHT ELEVATION "F" 150 MPH E . B 1 DRw11'E 03/03/21 SCALE: 1/4"=1'—O' WIZET A3 F ELECTRICAL LEGEND SYM. DESCRIPTION df STANDARD SWITCH-4 -WAY SWITCH .4 -WAY BUTC 4 4 IMMER SWITCH HB BUTTON FLI ISGONNECT T RMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EC111PPED TH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) IVV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 40-- XTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) IOV QLIADPLEX RECEPTACLE ® WIV DUPLEX RECEPTACLE (FLOOR TED) 20V RECEPTACLE (4 WIRE CTOR) EDICATED RECEPTACLE Fo L MOUNTED LIGHT [LNG MOUNTED LIGHT ANT LIGHT OOD LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ FTJ AQ9 BULB LIGHT FIXTURE aona BULB LIGHT FIXTURE mmoa BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH FULL CHAN {NDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE ) 'x4' FLUORESCENT LIGHT (RECESSED) S LIGHT S LIGHT (VAPOR PROOF) JfX4 G MOUNTED LIGHT WITH J-BOX PT. FAN RICAL PANEL (FIELD VERIFY ION) CTRI METER (FIELD VEICIE? I I-@ -BOX (WALL MOUNTED) (CEILING MOUNTED) G MOUNTED FAN AN (I CFM PER SQ FTJ JACK DETECTOR (WALL MOUNTED) JE DETECTOR (CEILING MOUNTED) /CA I DE C ORG ) TED EOPENER K ORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PAN TO SE VERIFIED • HOMEOWNER PRE -CONSTRICTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CRI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIS013 POOR Tth EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF POOR 91h ED C2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR liN ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING 1"AJST BE ENERGY EFFICIENT TYPE PER FB.C. EIJERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. BUT T s w GFI A BEDROOM 1 \\ I I \\I � PF�-WIRED CLG FAN ------------'—J \ � t 1 1 \\ I 1 1 1 I BATH 1 r t FrfT Ir I-----------1 MULTI-GEN BEDROOM I I I I I I � I PRE -WIRED \\ CLG FAN L----------/ r c ------------------ MULTI-GEN ---& - LIVING ROOM I / I I I I I € PRE -WIRED I CLG FAN I I L — — — — — — — — — — — — — — — — — J CAFE OPT. FIXTURE /r 1 SD/CO \ I _ s u 4 TED _ �lyl ODEUTDLE FOR Y I ¢ �-.�- KITCHEN GFI • 44' 1 • 44' I AFF. AFF. I , I I 11 BOLLARD L J ! 1 AS REQ I \ PER BLDCG' WALL MOUNTED LIGHT W/SWITCI4 IN I \ CODE I \ ATTIC I \ \\ 3-CAR I GARAGE I \ _ _--------\ I I - f CLG. GFI OUTLET ICLG. GFI OUTLET FOR OPT. I FOR OPT. ' METER GARAGE DOOR !GARAGE DOOR/VERIFY FIELD OPENER I OPENER' / LOC.d GFI ! /PB. FOR IRRIGATION 1 / CHIMES OUTLET I / 1 / 0 I j ------------------- OPT. OPT, COACH COACH LIGHT LIGHT COVERED LANAI i PRE -WIRED I CLG FAN I QI L \ I 1 I I I r T�I -----------------� I I I 1 GREAT ROOM 1 i I \ I \ I \ I \ � I ,'PRE -WIRED ' CLG FAN I I I I /----------------I \ 1 \ ------------ �r \\ DINING 1 ROOM II \ II I I \ CLG FAN 11 1 I L PRE -WIRE - - - �E ENTRY BEDROOM \ 3 � \b PRE -WILD CLG FAN I I I I I kD I LED LIGHTING LED LIGHTING @ SINGLE LAV. @ SINGLE LAV. LAUNDRY ROOM BATH MULTI-GEN BEDROOM BATH W P Panel WAIN - A PANEL: 6/I6 W at. Blwkw VOLTAGE: 120/240V-i Ph MAIN: 150 AM MILE FEEDER: 3-#1 Cu TNIVN 81-#6 Cu (G) in 1 12' C. OR 3-#2tOAL THVN 81- #6 Cu (G) m 1 12" C. cran k..n a1 w.m D.sro�.e atr rur wl.e nx m Enwm ma•gx biaTUB m 1 s uw c.u.1 m 2 lab 9P.c. 4 PANEL -A PANEL: 42 aL breaW VOLTAGE 1201240 V APh MAIN: 1SDAnp MLO. FEEDER: 3-91 Cu TI N81-NCu(G)in1 UPC. OR 312A AL TFMN81-#6Cu(G)in117C. wk. r a w Il.vp waft ftr wlm •12 m v.r 1m9 + z mm 5n z n m c nz i m sr.wA p—.. �s�m 1 Imo A—. N 2 no m " e •1: m me eHw AF 1 9 10 1200 pL mY !!fl n2 ID _ Bin till RslparMJp 1xm 11 ix tem n. BF1 — ID -� G12 nz m "llr/ AFa 1zm 1J u Sam BFI m 2 no n4 15 (Ltl Rom. L1ni A L AFa 900 15 18 1) 1e 1- ®Mr OF1 m 1 n2 SD0. tl0 AFp 9m 19 m im Dw. GFl m n2 n2 B.an An/Bpna AFp 21 II 1 /Bu•1r La8m. m nx _ Spu Saca �— — xJ N N 26 9m 8m SW. AFa OmmhBihm"n AFa 5 to •N GII xi - xB -- 10003-2 O.np OmrOpn.rW 2a t12 N m Imo "aewpp. m 1 m 5 a JJ l5 N n 3 35 H!•1 A SKVAp65S nN J9 1a S _ - Ii 12 Lacs 10 4mrpaaa cakWka lNB 151m trim Le.e alB.apnnaakipba mana actor alcukdons: ABBREVIATIONS: AFp: ABC FaArC9acuTlv�roamTm NONcoeccern LOAD GFY. (iRO1ND FALLtIN�1F1Eft Tii N.e:wPa le tl•netl fctw Fwl lsasow.napl 1mm_ _-___--__-__,- -_._ RlmpNy wpa 1oA sup. Caw LOAD CALCULATION M BASED ON MC NONCOINCMENT LOAD aawpls J3M0 remC�' .Izm 1e.: 1JT.T G•n.nl LlgM,g 8 R•c ~, Loan T.W A/C 'o 2795 Lacwp Lk a lac J W I . Ft. i 6385 1 a65wIL1Nal100% 165 M50 LED LIGHTING 1 @ DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. 1 faNgRAL NOTES, \ A ELECTRICAL MATERIAL$ AMP INSTALLATIONS SMALL \ PRE -WILD COI'1PLY UTH ELECTRICAL PROVISIONS OF THE FBCR 1TH \\ CLG FAN EDITION [2m20). LOCAL CODES. AND ALL LOCAL POWER COMPNNT !REQUIREMENT& \ \ B. ALL CONDUCTORS SMALL BE TYPE TNWNfn4 N UNLESS l L O NOTED OTIER1116E. BEDROOM 2 ELECTRICAL PLAN SCALE: 1/4' • 1'-0' POWER COI•PA TR04F010'ER PROVIDE 50 AMP, 1204140 VOLT, I PHASE BECONDAR[ ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1-1/2" DW 80NEDULE 80 PVC CONDUIT OR PROVIDE 3 7AD AUMINlM (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT LINLES6 SERVICE IS FRONDED BY THE ELECTRIC_ COMPANY. COORDINATE UTH THE ELECTRIC COMPANY PRIOR TO BD. LED LIGHTING @ DOUBLE LAV. BATH I PROVIDE 3QA0 CU. THW 1 F6 CU IN 2' CONDUIT OR 3 04/6 AL, THW •FIB CU IN 2' CONDUIT OR 2/0 AL SER !CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANW 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 Pll: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813186-2628 FAX: 813 ISS-2802 9UBDIV. 6U LOT: SILVERADO LOT #4 BLK 15 PROJECT# 03719.001-04151 MODEL' 2795-CAMDEN GARAGE STFMQ: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B COMBINATION WMVICE BO AMP DISCONNECT BUTCH AND QOlJ40 VOLT M ELECTRIC METER IN !PHASE NEMA 3R ENCLOSURE PANEL r °°n n 8 N SYSTABONDING /180� TERM` 1104A ATT LOW VOLTAGE VOLTAGE CONECTION$ %5 AR � MMMMMMMI PIUN 03/03/21 SCALE: 1/4"=1'-O" 1 •4 CU SERVICE GROUND NNECTED TO UNCO CONCRETE ENCASED FOOTER STEEL PER STIEET ELECTRICAL PIRON810NS OF THE PBCR TTH DIA X 8 FT LOW.COPPER GLAD Gt7W RD ROD E19/S" I I NB I 1 o - I I I I I I a - I M I I I I I I I 1 I I I I I I I L---------- 12'-II' I -----J 12'-6' 22'-2' - - - - - - ip 1 I I 42'X I III b®' I I TUB i • III o O • 9 1 a LAV. LAV. ___ I I •' _ I CL nl OPT m _ - -F. v I I WC. PRE -PLUMB ----- ------- I I� I I' > I I I 0 • n j I F j------� I .0 v KITCHEN SINK W/ v f v AUTO VENT 2' VTR 2' VTR I----------- ____ I I I1/2' J OPTi 2' VTR 1- 1 1/22 LA 1/2' 2' VTR 20,_3. WG �. I1l1' 11/2 2' VTR LAV -- — — — — _ — LAV 3 3' L.T. UL TUB LAV ROL*14 1 1/2 U1C 3' I I s I I TUB 11R' LAV IN 2' 3' 2' b41WR 3 3' 3' 25'_9• 2,_6. 21,_g. $I-IU11Q Ur_ 2 3, 3. AV. LAV C O 0 I I I w L ----J - Y' TO -- - O ----- I ----- PLUMBING RISER MAIN - Q e I L J . 1 I I Q ®� 3� I I I IklNR Wc. LA I I � - = - - MA He I I I I I PLUMBING PLAN .------------ SCALE: 1/4 ° 1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 54 PH: 8134886-2628 fAX: 813586-2802 SU13DIV. & LOT: SILVERADO LOT #4 BLK 15 PROJECT# 03719.001-04151 MODEL: 2795-CAMDEN GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH WP. B ■ HVAC NOTES MECHANICAL PLAN SCALE: 114 . I'-0' I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS $HALL BE CONSTRICTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBG 1TH EDITION (2020) MECHANICAL CODE 603J 1, BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) 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. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. REC.OMI'ENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECW DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 T14EIWIOSTAT ED PASS-THRJ AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUMX ETURN SECURERAP APC�ON . CONDENSER (2)-3/I6'X2 SIMPSON WB ROLL STRAP ON AND LIQUID OR EQUAL AIR SUPPLYREFRIGERANT LINES AIR HANDLERIOR CURE STRAP TO UNIT C2) WALL 4' CONCRETE SLAB IS 13XI 1/4' SHT. MTL. SCREWSVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO CONNECTION TO PAD PLATFORMCONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD ' FROM STRUCTURE I2 IN AN APROVED DRAIN, AS PER FBCR ITN EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS - COUNTERSUNK COUNTO. NICKEL FIN. FLOOR PLUG CD. PLUG BRONZE FL. PL. OR WALL SEE SPEC. P-O'XS' CONC. BRASS PLUG FIN. GRADE OR PAvIWG FITTING OR EXTENSION TO FITTING OR SOIL OR WASTE AS EXTENSION TO SOIL REQUIRED OR WASTE AS WADE S240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.VO OPT[/SPEC FLOOR SLAB CLEAN -OUT (TYPN �2 EXT. GROUND CLEAN -OUT (TYPNis 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813 186-2802 SUDDIV de LAT: SILVERADO LOT #4 BLK 15 PR OJECT# 03719.001-04151 MODEL 2795-CAMDEN GARAGE SKIING: LEFT PAOE: MECHANICAL PLAN 150 MPH B DwATE 03/03/21 SCALE: 1/4"=1'—O" SHEET M1 2X4 TOP PLATE MAN Put COMM DEAD J./► PRE-FAB TRIM V2' THac 2 COAT s• a'u SIR VI' CLG. Bat OARD =.-Ar�PL. aTRSTu•AL role D"mmy TO �•�•B r KAGONtY 7:6 P.T. WD ATTAaueo TO I" • NOTE: STUDS IN 5' DIA. SLEEVE, C� A• P R PARTITIONS SUPPORTING DO NOT CUT AL 1M IR• DRYWALL WALL HUNG PLUMBING REBAR a•ax,vo •eaL a AL4W FIXTURES AND WALL PIPE 1441ORLAN. R ND�O, FL32750 REAGAN �w CABINETS SHALL BE NOT r4tLORnALL LESS THAN 2x4, WHERE BOND BEAM O NOT CUT ip'we� eeow G"LM �M�J A 407-74.408 SOLID GROUT THE BOND OALV. aTe� FAX 407a744078 SPACED NOT MORE av TR"GCOTa viww.aLxlesigngroup.com SECURE BT. 2X4 WOOD W/ (1)- 5 BEAM "+•e^'•1°D• PA*TENW To STUDS 024' THAN 16' O.G. OR NOT _ •vcD a.re moon uro PER AA A: 0003325 W/ Wdd TMASONRY OG LESS THAN 2x6, WHERE (2) COURSE _ _ KEBABS PRODUCT Wn GaLvnenc.eL�LTwAm err OTW Ao DOOR NAIL • 32' Os. SPACED NOT MORE aeTers=c TO GLUE pT ~ DRAFTING BY: MAX THAN 24' O.C. Room A.B.PRODUCT DRAFTING GROUP BL.AD AP✓�Oval REO. 5439 BEAUMON( CENTER BLVD. ®i-0• SUITE 1004 FRL PLR TAMPA, FLORIDA 33634 r2A-- PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS PH: S13S862625 FAX 8138864802 1 TYP. INT. WALL(NON-BRIG.)D1 SCALE:3/4'=I'-0' D D1 SCALE: 11/2'.1'-0• D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES Q FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12ci NAILS AS PER FBCR WDJJ. FIBERGLASS SHINGLES AS PER FBCR Smi.1. • EA END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHNG 2. BLOCKING BETWEEN TRUSSES THICKNESS AS PER FIBERGLASS SHINGLES THICKNESS AS PER SHEET SNL WITH UNDERLAYMENT AS PER FBGR 905.1.1. SHEET SNL SECURED PER PER STRUCTURAL DETAILS AS PER PSCR SM.U. ROOF THICKNESS A P SECURED PER a ROOF SWEAT14NG 614EETJESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE THICKNESS AS PER SHEET BNL STIFFBACK AT ALL UPRIGHTS w r w e w w w e SHEET SNL SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 5/S' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE OR 1/2' NIGH 9• 9• SCHEDULE PRE WD. TRUSS 2x FASCIA PER • STRENGTH GLG. 2x FASCIA PER MA) AX. BOARD ELEVATIONS O. ELEVATIONS REFERENCPrRAT STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS FO `` WALL SHEATHING CONT. 2x RAT RUN SECURED PER PRE-ENG TRI188 INSULATION R-VALUES PRE-' TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION CODE FORMS FOR SHEET SNL SECURE PER THICKNESS AS PER PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER PER ELEVATION O 2x FASCIA PER 7YP2x FASCIA PER . ON SWEET SNI FASTENER SCHEDULE ,y, ELEVATIONS OR ELEVATIONS PRE-ENG GABLE TRUSS 5/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED G. HIGH STRENGTH CLBOARD PRE-ENG. GABLE TRUSS a WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS -REFERIENCE bQ P.T. FURRING STRUCTURAL STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 9' CMu CEMENT PLASTER APPLIED STRI1/t• IR' THICK, 2 GOAT PORTLAND DIRECTLY TO MASONRY THICK, 2 COAT GYP•UA-.•BD. , CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORMAND CEMENT CMU DIRECTLY TO MASONRY WOOD BASE - PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0FIN. FLR�, ®'-0' FIN. FLR 0'-0' FIN. FLR,L — 0'-01 FIN. FLp- F cm . W/ •a ' 4 WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING n TYP. WALL SECTION ti B ti NO OPENING NOTE: NO OPENING PER SECTION FBCR S05.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 1P,03719.001-04151 tMDIV. & W7SILVERADOLOT #4 BLK 15 ROJECT# MOE: 2795—CAMDEN GARAGE YrING: LEFT PAGE: DETAILS 150 APH E B 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT ill —STORY GABLE BLOCK WALL , D1 SCALE: 3/4'-I'-C' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE, 3/4'-I'-0' SLOPES OF R 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D bl51 E 9 C°1A� ,�� DATE, 03/03/21 SCALE: 1/4"=1'-0" SHEET D1 TOP: 2X6 PT. • C84TER OF DOOR WEADER SECURED EV (1) VY X S' J-BOLT UV 4'MR EMEEq'BNT WV 2' X 2' X tW U60ER t NUR OR WV (2) V2' X S' ANCHOR BOLTS X VS' UVISFER 4 NUT m BECIJIRE 2x4 ON FLAT TO OLK III MASONRY NAILS 2X6 GARAGE DOM MUCK SEOlRED IW (5) L'2' X 8' J-BOLT OR AUNCHIOR BOLTS. W/ 4' MN EMBEDMENT, UV 2' O" X 2• X V8' WASHER 4 NUT. (U WITHIN e' OF TOP, (1) WIT14N S' OF THE BTM, (3)EVENLY SPACED. O 0 OO 0 NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURER'S INSTALLATION SBTRUCTIONS UU EIRE e11OH R46TMS TIOW& ARE MOW BTRINfddlt GARAGE DOOR BUCK ATTACHMENT 2X4, m SECURE TO BLOCK UV 3/16' TAPCONS (MIN. SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 19' Or- MAX SPACING. 2X4, m SECURE TO BLOCK 111/3A6' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE -400 MN EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 IS' Of. MAX SPACING. 2X4, m SECURE TO BLOCK WV 1/4' TAPCONS MN SWANK SIZE 345 MN HEAD SIZE 300 MN EMBEDMENT 11149 WITHIN 8. OF EACH END 4 18' O.C. MAX SPACINd. 2X6, ® 2X6, ® 2X6: 1M SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WK2) 3/16' TAPCONS W92) 1/4• TAPCONS MN MN SHANK SIZE .145 (MIN. SHANK SIZE J45 SHANK SIZE J45 MN MN HEAD SIZE JIM MN HEAD SIZE 340 HEAD SIZE 300 MN e' Cm MR EMBEDMENT 1 V41) MN EMBEDMENT 11/47 EMBEDMENT 1 V4') WITHIN S' OF EACH Elm W CMU WITHIN 8' OF EACH END 8' CPU WITHIN 8' OF EACH END 8• CML DRYWALL 4 IS' OG. MAX SPACING 4 10' Or- MAX SPACING. 4 IS' O.C. MAX SPACING. S4 P.T. OR 9/4'X4' MN UZ' DRYWALL V2' DRYWALL SECURE TNRI FRAME 4 1'X4' 2X8. ® 2X8, ® 2X8, ® VU' DRYWALL EMEND 1-1/4' INTO ❑ P.T. NAILER SECURE TO BLOCK � i'X4' SECURE TO BLOCK IhGb' SECURE 70 CLOCK BLOCK W/ 3A6' WK2) 9A6' TAU"CONS P.T. NAILER WK2) 3/16' TAPCOb P.T. NAILER WK2) V4' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MN GNAW. Sig J48 T/Ys' OSD. X 4' MN MN SHANK 817E J45 DOOR CASING (MN SHANK SIZE J45 (MK SHANK SIZE J49 MN HEAD SITE 300 MN HEAD SIZE 300 MN LEAD SIZE 300 TA6' OSD. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 V4.) DOOR CASING MN EMBEDMENT 1 1/49 MN EMBEDMENT I V4') MN EMBEDMENT 1-1/4' WITHIN S' OF EACH END WITHIN S' OF EACH Elm WITHIN 8' O' EACH END DOOR CASING. UMT14N 8' OF EACH END DOOR JAWS OR WINDOW 4 IS' O.C. MAX 4 W OL. MAX 4 W OU:. MAX 4 IBM O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING SPACING. MANUFACTURES DETAILS, ATTACH TO 2X PER ATTACH DOOR JAMB O �WMY)OW DOOR JAMB OR ATTACH TO 2X PEUANDOW R R MANUFACTURES DETAILS. MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO FW115 JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" 11fINDOW TO BLACK +3/4" OR +5/4" G) 2X4, m SECURE TO BLOCK W/ 3A6* TAPCONS MN SHANK SIZE .145 MN MEAD SIZE JAM MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH ETD 4 b• OL. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3A6' TAPC," (MN SHANK SIZE J45 MN HEAD SIZE -SM MIN. EMBEDMENT I V4') S. CM 5' OF EACH END t b' O.G. MAX SPACING. I!U• DRYIU iLL 2X86 ® —SECURE TO BLOCK P.T. NAILER WN2) 3/16' TAPCONS MN SHRANK SIZE J45 DOOR CASING MN 4110 HEAD SIZE 3 MN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 18. O.C. MAX SPACE' DOOR JAMS OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" /;11/R'ID011 TO BLACK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/18' /;.11►BQDOII i0 B[ACK +1 15/18" 2X4: m SECURE TO BLOCK UV 3AV TAPCONS MN SHANK SIZE .US MN HEAD SIZE 300 MN EMBEDMENT I V4') WTHN 8' OF EACH END 4 W OL. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6, ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 31AV TAPCON MN I-V4' WK2) 3/I6' TAPCONS (MIN. SWANK SIZE J48 EMBEDMENT INTO BLOCK MN HEAD SIZE -%M MN EMBEDMENT 11149 uUT14IN 8' OF EACH END 8' CM 4 10' OZ. MAX SPACING. V2' DRYWALL 2X8, SECURE TO BLOCK ❑ W02) 3/16' TAPCONS P.T. NAILER (MN SHANK SIZE J48 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 B' OL. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, &HM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1149 DOOR JAMB TO BLACK +2 1/4" /�11RND01/ TO BLACK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" K 2X4, m SECURE TO BLOCK W/ 3A6'TAPCONS MN SHANK SIZE 345 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NON-8TRUCTURAL UV(2) 3A6' TAPCONS 3A6' TAPCON MN 1-1/4' MN SHANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 114') WITHIN8' OF EACH END S' CMU i IBM OL. MAX SPACING. V2' DRYWALL 2X8, ® El'/ SECURE TO BLOCK P.T. NAILER WK2) 3116' TAPCONS DOOR CASING MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 IS' Or- MAX SPACING. NOTE, SWIM AS NEEDED TO PLUM 6 JAMB (DO NOT EXCEED 1/49 2ND 2X SECURE TO STRUCTURAL MEMBER W/f2ll2d WITHIN 8' OF EACH END 4 6' TO 8' OL, MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" F NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" nl►INDOIf TO BLOCK +3 7/16" 2X4. m SECURE TO BLOCK W/ 1/4' TAPCONS MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') OT14N 8. OF EACH END 4 ID'Or- MAX SPACING 2X6, SECURE TO BLOCK WK2) V4' TAPCONS MN SHANK SIZE JO MN HEAD SIZE 30D MIN. EMBEDMENT I V4•) WITHIN 8' OF EACH END 4 ID' O.G. MAX SPACING 2X8, SECURE TO BLOCK WK2) 114' TAPP.ONS MN SWANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 V4•) WITHIN 8' OF EACH END 4 W OL. MAX SPACW- NOTE: STRUCTURAL 2X MIST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MK 1-1/4' EMBEDMENT INTO BLOCK L� 5' CM VJ' DRYWALL ❑ I'X4' P.T. NAILER I' P.T. X 4' MR T4 i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" r1LTIND01f TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-774-4078 wwwabde.l9m9, up.com AA S: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M6-2628 FAX: 813S86.2802 SUBDIV. do LOT: SILVERADO LOT #4 BLK 15 PROJECT* 7 - 4 MODEU 2795-CAMDEN GARAGE aTrMO: LEFT PACE: DETAILS 150 MPH W. B D E 03/03/21 SCALE: 1/4"=1'-0" SHEET D2 PREFORMED CONTROL JOINT MA'*E OF CONTROL JOINTS TO BE WRED TIED TO LATH • 9' . OJC. MAX (VERT.) NOTE, DO NOT FASTEN CONTROL JOINT TO WAIL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES kill SECT LBO JOMAY BE USEDNT TE1P. DURING INSTALLATION —� FASTENERS TO BE SPACED • T Or—ERT MAX VERTICALLY i, THIICIG 3 COAT CEMENT PLASTER \ W® LAYER 9, FORTFIEER BUILDING PAPER APPROVED PETAL LATH FASTENED •T' (VERT.) Or— MAX AT SUPPORT$ IRS LAYER'L STUCCO WRAP )ROOD SWEATMING LATH SMALL NOT BE CCNTNUOUS •• To .• .• ro r TIRO" CONTROL no nL JOINTS BUT SHALL \ ISE STOPPED AC, TIED AT EACH SIDE. PROVIDE 2X4 BLOB PER A67M CI069 \ PLACED PLAT MAX 6' TO S' FROM CONTROL JOINT WEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS, OR- i / STRUCTURAL STUD STAPLES N COMPLIANCE UV ASTM CI063 T� 2. WIE TIE& TO BE (NO. 0) 00418' WIRE / 3. BLOCKING WON MAY BE N ADDITION \ TO WALL STCIS REQUIRED �FPER �yPLAN O"M" TYPE CONTROL JOINT —' 4NNaLE Der E OLroLD N611O •PT.♦ ®IOLG O M. A NWIC• R.A a. c1LEAee . n. e 1 c1.AUE . R.O FCNANCALLY IM {' OL MAIL Ol IrOLD NMIm • R. A 1 CFEAGE • M. D 1 CRANE • FT. C 4 POl.D R.0 AMR R. e rC R. C TOICJ!! NO euTTan ~ANX WTD! T. LEAL TOLD, QQ Imp. 3 COAT CEMENT ORAMEl w• 2 COAT ASTER 1Q ER 9. FORTIFBER PAPER aWA W ONLY) ER L ER.IPfN.APEO Y) sTOF roE GL NLAWen KAS" on s1= NITALL IOQ:= NOTE, APPROVED BUILDING IIRAP SMALL BE LAPPED A MINIMUM OF 6' - VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTW FORTIDER 6WEATMNG TAPE / r r,N LA' • METaL Lan+ \ .LAA1114 AT eOrTOM Q ROOF WLL NIBLeEc,low LATH VERTICAL LAP TO BE I' IT METAL LATH LLRD LAYER L ST1C00 UIR.4P ' MN r .CP LOW OILY / I UIRB LAYER 4, FGRTFlSER \BUILDING PAPER / I I I 2 eGAPE.IIlJ'.1'-O' VERTICAL LATH Sc PAPER DETAIL UCOD NaE. $NEAT SIDE LAP$ OF METAL PLASTER BASES SMALL BE SECURED TO dIILDi FRAMW. MEMBERS. PAPEF THEY SMALL BE TIED WITM 00415-1k. (121-MF) BTCCJ WIRE AT INTERVALS NOT MORE THAN W (228-MM). AS PER ASTM CV63. Q KIC KO UTiwmr F R REPAIR OF TEARS "'RID LAYERS. TEARS DETAIL MAY Bfi PATCHED UIRAP TAPE PERU44OLISE PER MAIM. SPEC. oR PEEL 4 STICK Li j' THICK, 3 COAT CEMENT PLASTER METAL LATH WAS LAYER 4, PORTFIIBER BUILDING PAPER WRB LAYER L STUCCO LLRAP INSTALL FASTENERS (CLIPS; STRAPS. STAPLES) AS REQUIRED TO SECURE PIPE/ UIRE TO FRAMING UM LAYER L STUCCO ~ URD LAYER -2 FORTFIBER SUILDING PAPER PETAL LATH 6'AW SELF -ADHERING MEMISRA 5 FLASWNG OVER 4le4' SELF -ADHERING MEMBRANE FLASMNG OVER APPROVED WDU6E WULAP. RABLNR.Y. To EXTEND ONTO PIP@ '4'A4' SELF-ADHERNCs MEMBRANE FLASHING OVER APPROVED MOUSE WR4P. liABkNIdG TO EXTEND ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED WOIIBEIRAP AIR INFILTRATION BARRIER OVER SFEATWNG ELABTON£RIC COATING OVER STUCCO/ C,V. FNBN (BEE TYP WALL SECTION) SECTION PER TION MM 134ef1orl.UJg.W Pk WA m EH•dw usa of pmtland combo[ pgatx shag mmply wit, theASTM aP 926-1 r•quirem•nls of ASTM C 928-iSC. IrrebllaUon of •Wdor Iht,ing and frarrnrig sh•A comply wit, ASTM C 1063-19a, or ASTM 1787. 4SL4' SELF-ADiERIYa MEMBRANE l FLASHING (COMPATIBLE UV HORSE WRAP MATERIAL) OVER \ I. OR LESS PPE PENETRATION .. CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEMRANE FLASMU4G STEP e1 WOOD SHEATHING OR CMU WRB LAYER N, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHINCs) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE N.T.S. LEGEND DRAINAGE PLANE (WRB LATER #1, 5TUGGO WRAP) WRB LATER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO W xW SELF -ADHERING ME'BRAN E FLASHING (COMPATIBLE W) WOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING. MEMBRANE FLABHRJG OVER APPROVED WOUBE WRAP, FLASHING TO EXTEND ONTO FNF£ CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FL46NNG x—x—x—x WOOD OR-1/16'l ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R"703.11 / ASTM G-84l-14a, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-7746078 FAX: 407-774-4078 www,abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2828 FAX: 813-88fr2802 SUDDIV. & I.OT: SILVERADO LOT #4 BLK 15 PROJECT# 79. 1- 45 MODEL 2795-CAMDEN GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %Q50 MPH A B I DA1='E• 03/03/21 SCALE: 1/4.=11—C SHEET WA1 INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED �:...� • OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE I - TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL ' JOINTS AND INTERSECTIONS ' 1. APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y1 CAULKING • JOINT I I ALL AROUND I I PER SECTION R703.7 Exterior kMhv and plashvft BACKER ROD Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 926-18b. I X� Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, orASTM 1787. WRB LAYER M, STUCCO WRAP I` HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH UJRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r SHEATHINGAYER h,IF15ER ING PAPER wooD coNBrucnoN —METAL LATH 8. OJ'AJ VINYL CASING BEAD 6' RAISED BAND V To A• tma:WALL w-eean 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKA LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH W SELF ADHESIVE OVER TOP 4 SIDES FLASHINCs UNIT PREMANUF. DRYER VENT CAP (SET IN GONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROIXsH / WALLi 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' �A__VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ' `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ys' TO X' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED j__v I s, WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WR< WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEiATHIM LAYER 'I, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION FINISH 4 WOODD FASTEN TO WOOD STRUCTURAL MEMBER • T' OG MAX 8, CM! x• TO A• MID -WALL WEEP SCREED E? 6' WIDE STRP SELF ADHESIVE FLASHING, CLEAN ... MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCKI S' WRB LAYER h, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 1°hlf 1, STEP 05 STEP #ro OD ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: OD03325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-SM2802 Btmz) . & L/OT SILVERADO LOT #4 BLK 15 PROJECT► 03719.001-04151 HODEic 2795—CAMDEN GARAGE BVWG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 PH EXP. B D 03/03/21 SCALE: 1/4"=1'— 0" SHEET WA2 IF ED WOOD SHEATHING EXT.WOODf1RN•WALL WRB LAYER h, SUB -FLOOR DECKINGA C0LUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE UAOWOD UPS LAYER -2, FORTIFIBER PRE-ENG'D TRUSS BARRIER 1 BARR � CONSTRUCTION BUILDING PAPER I; UEATHER RESISTIVE I" WEATHER RESISTIVE HAT CHANNEL J' THICK 3 COAT CEMENT BARRIER -1 BARRIER a ' TYPE 'X' DRYWALL PLASTER PLASTER WEATHEIR RESISTIVE 6' SAF. • TOP OF VEEP SCREED BARRIER -2 b' SAF. \ TO 9HEATHING BEHIND WEEP SCREED THICK 3 COAT GEMEN INY gR1E8 �y 1 PEEL R STICK SHEATHING 4` POSITIVE DRAIN I Wx3' 'L' FLASHW. `� DEEP SCREED METAL LA7N (IN ROOF T D 1441 N. RONALD REAGAN BLVD. WOWBHEAIHNG ORLANDO, FL 32750 UAW LAYER 41, / `� I V X 3' 26 GA GALV. PH: 407E774b078 STUCCO WRAP / _ METAL DRIP EDGE J' THICK 3 COAT CEMENT Ye GAP FOR BACKER SET M FULL BED of vrwvw a� 7' 774-007�m PLASTER i ```'s EXTERIOR GRADE ROD 4 SEALANT SEALANT, Y4' MM. 6' SELF-ADNEREINGS DRY WALL ._ SPACE FROM DRIP 00 P� AH66-UPWC-lW TOM CASIM BEs FACE TO TREX WEATHER RESISTIVE AA #. 0003325 FLASHING WRAPPED •TOP OF DEEP SCREED J' THICK 3 COAT CEMENT VINYL cASI•Ya BEAD I� BARRIER M 4• POBItIVE DRAIN PLASTER 1' , DRAFTING BY: TO SHEATHING BELOW SEEP ems®BEAD p. _ WEATHER RESISTIVE A.B. DESIGN GROUP UtATER PROOFING lotI BARRIER DRAFTING INC. U1R8 LAYER 'I, NO GAP IN FIELD VINYL �� m� LAYER (2 LAYER PEEL EXTERIOR COLUMN STUCCO u,RAP (SHOWN FOR CLARIFICATION Y) 4 STICK) 'wewi"'dw' �' C40LUMN SHEATHING LEGEND F•, . St i , 'i SEPARATE R ACCESSORIES ONLY) 5439 BEAUMONT CENTER BLVD. `T" . - -i - - WRB LAYER 4, FORTIFIBER SURE 1004 _ � TAMP0. FLORIDA 33834 BUILDING PAPER PEEL STICK 6' SAF. PH: 813ZW2628 11ULLY E HASHING DRAINAGE PLANE (WR5 FAX: 813E886-2802 SUB FLOOR FULLY EMBEDDED M 6.6ELF-ADI-ERENG ® s "T LAYER "I, STUCCO WRAF) WRNS LAYER 9, ' i • CORNER Or PPEDCANTILEVER I k' X 3' 26 GA GALV. STUCCO WRAP �v METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER— AMICO AM"-U WIC-180 1 %Z° 4' POSITIVE DRAIN C ANTILE VER DRIP f Yt•x11f• P.T. OR SIMULATE SET N FULL BED OF: DEEP SCREED SPACESEALNFROM DRIP a)6TDMG481INCsBEAD O EDGE o�ll a FILLER I SPACEPACE FROM EX BUILDING PAPER) X—X—X—X _-�- Ys' GAP FOR SEALANT VINYL CASING BEAD METAL LATH NO GAP IN FIELD OPT. BACKER ROD. WATER PROOFING lot Q (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GAl- MODIFIED 94D LAYER (2 LAYER PEEL 4 SEPARATE ACCESSORIES ONLY) FM19N LAYER (2 LAYER METAL DRIP EDGE 3/4 RESILIENT STICK) WRAPPED FROM STUCCO PEEL 4 STICK) SET IN FULL BED OF HAT CHANNEL BALCONY DECK TO CASING BEAD 6' PEEL 4 SEALANT. R VINYL CASINGS BEGD CANTILEVER WOOD OR '111(o' ZIP WALL (�9 DTL. Cep CANT. ENS T DRIP JPLAT"sIC 3 COAT CEMENT FACE ro TREx SHEATHINC% SCALE: I IR'.I'-4D' DECK 5/8' TYPE 'X' DRYWALL METAL LATH w/TEXTURED 4 PAINTED IIOOD SHEATHING SELF-ADHESIVE FLASHING Yi GAP FOR BACKER FINISH — — — — — � ti 4s n ■s B w • NOTE: IJDAV: P.T. OR SIMULATED ROD 4 CANT J' THICK, 3 COAT CEMENT 4' POSITIVE DRAM METAL LATH: LATH TO 5E PER SECTION CONTINUOUS WOOD )FLLER VINYL CASING BEAD �p$TEIR�"��� s R7(d3.�.1 / ASTM C - 847 -14a, MIN. 2.5 LBS. WATER PROOFING 1st' WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CL.ARIFICATtON OF LAYER (2 LAYER PEEL 4 BARRIER ^ VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICKPER SQ. YARD (UTILITY OR NOMINAL BALL WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 BALCONY DRIP LATH DOES NOT MEET 5PECIFICATIONS) 6•PEF1CANT14STICK . } LEVER� D rErlaRAaE. 11C EDGE INSTALLATION R COLUMN DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE (W/" L" FLASHING WOOD CONSTRUCTION ®® 3' x 3' 26 GA GALv. SCALE: NTS WOOD SHEATHIAFORTIFIBER O METAL DRIP EDGE SET N FULL BED OF WEATHER RESISTIVE WS-A IYs' P.T. OR SIMULATE SEAL NT•K' MIN.WR8 LAYERBARRIER "I WOOD (TREX) FILLER &'� F ROM DRPRESILIENT FACE TO TREx STUCCO WRAPWEATHER RESISTIVE GONTIPIJOU8 VINYL CASING BEAD 2x FRAMING MEMBER AT CHANNEL BARRIER 4 Y! GAP FOR BACKE RDD 4 SEALANT WATER PROOFING rt J' T14ICK 3 COAT CEMENT WOOD SHEATHINGVINYL CASING BEAD FINISHLAYER l2 LAYER LAYER (2 LAYER PEEL 4 PLASTER WRB LAYER •2, s THICK 3 COAT CEMENT PEEL 4 STICK) STICIU WRAPPED FROM �9/4 RESILIENT BALCONY DECK TO rrx ce Fcen BUILDINGS PAPER PLASTER µAT CHANNEL CANTILEVER 2 I/2 FASTENED TO SHEATHING WRB LAYER 01, 5/8' TYPE X. DRYWALL METAL LATH J' THICK 3 COAT CEMENT • i' O.G. MAR. ^i W/TEX I D 4 PARTED WOOD SHEATHING PLASTER METAL ATN � C METAL LATH ; , � STUCCO WRAP FINISH 51W TYPE 'X' DRYWALL WOOD BATWING° t' WRB LAYER M, THICK, 3 COAT CEMENT i i J' THICK, 3 COAT CEMENT (2) 2x12 HEADER WrtEXTUIED 4 PANTED DER RESISTIVE STUCCO WRAP PLASTER ! i WRB LAYER "2, FORTIFIBER PLASTER BUILDING PAPER RMISN WEATHER RESISTIVE WOOD SHEAT14W. ' J' THICK 3 COAT CEMENT E ARRIER'4 6'SELF-ADHERING 4' POSITIVE DRAM .' ; METAL LATH 4' POSITIVE DRAIN M PLASTER METAL LATH VINYL CORNER BEAD . f nP SCeaeen vMri coRNER BEAD WEEP SCREED FLASHING J• VINYLTHICK, 3 COAT CEMENT C-=41�'BEAD NO GAP IN FIELD WRB LAYER 4, FORTIFIBER "I (EXPLODED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF BUILDING PAPER ( s EW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY)CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A ORNER BEAD ® FRAME DRIP GAP ' 11D DRIP EDGE 11 EDGE INSTALLATION O INSTALLATION WINDOW FLANGE WOOD CONSTRUCITONTUCCQ WRAP f9l •—ILaE �T1- �Re618TI VE 2'f 'r , 4 � GOIc"'tlEi? BEAD WRB LAYER 4, fORTIFIBER SLTHDIV. de LAT: SILVERADO LOT #4 BLK 15 PROJECT# 0 7 .00 - 4 51 MODET- 2795-CAMDEN GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 1 PH . B WEATHER RESISTIVE BARRIER s2 N METAL LATH ■ i VINYL CASING BEAD - ! !1 i J' THICK, 3 COAT CEMENT cv :. ■ ■ ry PLASTER J' THICK 3 GOAT CEMENT g ; r l� 5B' TYPE 'X. DRYWALL METAL LATH i ■ FINISH UYTEXTUWOOD SHEATHING RED 4 PAINTED 6'SELF-ADHERING ' J' THICK, 3 COAT CEMENT HEADERBEAM CMU FLASHING i PLASTER I/2' THICK, 2 COAT CEMENT VINYL CORDER BEAD VINYL CORP. I PLASTER APPLIED DRIP GAP N093723 POSITIVE nre_nM PLASTER TO MASONRY VINYL CASING BEAD NO GAP M FIELD WINDOW FLANGE DAE* 03/03/21 (SHOWN FOR CLARIFICATION OF SCALE: 1/4"=1'-O" SEPARATE ACCESSORIES ONLY) 14-B CORNER BEAD C BLOCK 15B CASING BEAD (911 WINDOW @aRIPFRAME, EDGE INSTALLATION Sz;EET NO BAND) WA3 Yi GAP TYP }' THICK, 3 COAT CEMENT " WOOD SHEATHING C TO TRIM METAL ATH LEGEND IX TRIM MEMBER WRB LAYER n, ' •STUCCO TO WRB LAYER ►2, FORTIP15ER DRAINAGE PLANE (WRB Stucco WRAP WOOD SHEATHING SIDING TRANSITION LAYER 01, STUCCO WRAP) BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER WRB LAYER 02 (FORTIFIBER — — — — BI.IILDING PAPER WRB LAYER "I, BUILDINCx PAPER) 1441 N. RONALD RFAGAN BLVD. 32750 STUCCO WRAP METAL LATH x—x—x—x DH�4077--777L�078 METAL LATH i FAX: 407-774.4078 i WRB LAYER M, WRB LAYER 'I, STUCCO w .abdesigngmupxom J' THICK, 3 co aT CEMENT A WRB LAYER 02, FORTIFIBER STUCCO WRAP STUCCO WRAP AA#: OD03325 PLASTER = I I BUILDING PAPER WOOD OR l/1&' ZIP WALL � DRAFTING BY: &'SELF -ADHERING METAL LATH CASING BEAD SHEATHING A.B. DESIGN GROUP FLASHING ! DRAFTING INC. THICK, 3 GOAT CEMENT FLASHING DH R ELGt STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED r ' 5439 BFASUITE 1004 CENTER BLVD. CASING; BEAD • : VIEW FOR PLASTER TAMPA, FLORID 262834 CLARITY) SIDING TO STUCCOPH: FAX: CASING BEAD ; ; ----------------------------------------------------------- 813586-2802 1 a' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE � LAYEERR P y ;' METAL LATH 3 VINYL ANGLED DEy. WOOD OONSTRNCTION CASING BEAD r IAO DD SWEATWIw WRB LATER 12, OIFIBER I ' BATN RREelenvE , BUILDNG PAPE BEATWER RESISTIVE 4f i WINDOW FRAME A( ' °"1°EER n i'/ I / WRB LAYER 02, FORTIFIBER METAL LATH a JF 'x Rk' LAP SIDNb ' / \ i i �' I FLASH � ; BUILDING PAPER THICK, 3 COAT CEMENT i� ' �!. PLASTER i FLASWeFG < ITWRaenvE I TV E-Z BEAD VINYL CASING I a MATHER RESISTIVE i f (W/%' FLEXIBLE PVC BACKER ROD) STARTER STRIP \ \ - BARRIER 4 &'SELF -ADHERING �•� FLASHING; 1 _ s Aa w ' .► GALv'D METAL •GALYD MET AL I I • •Z• FLASWMGOR WRB LAYER 01, STUCCO WRAP, I DRIP GAP I & Xi WRAPPED AROUND FRAMING; MEMBER I WINDOW FLANGE WOOD TR" MEMBER CASING BEAD ® WINDOW STdCASING C4= &' SELF ADHESIVE FLASHING IY'XV6 LLATED uISoD TIQW1 MEMBER ; WOOD SHEATHING (FRAME, W/BAND) `� CAP 2X �""''� O `� MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME--------------------------------------------------------------------------------------------------- -- 19 TRANSITION J' THICK, 3 COAT CEMENT 74 GAP TYP PLASTER CTO'NG WOOD SHEATHING NOTE-' SEALANT WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. I 1 METAL LATH PER SQ. YARD (UTILITY OR NOMINAL I I I WRB LAYER 02, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER I WRB LAYER 01, WOOD SHEATHING WINDOW ; WOOD SHEATHING I STUCCO WRAP i i WRB LAYER 02, FORTIFIBER WO>,E°OOrYClow" T1ON r' SELF-ADWERING BUILDING PAPER i I WOOD SHEATWM WR8 LAYER '� I, BARRIER RESISTIVE RESISTIVE THICK 3 COAT CEMENT ; STUCCO WRAP BARRIER I BARRIER 9 TO LAP I = ! PLASTER MATHER RESISTIVE / V MK ABOVE TOP \\ i R , ' WRB LAYER "2, FORTIFIBER BARRIER 4 OF Z• FLASHINGAIV Xx'IEva4Pa°.,G '� a i I ' BUILDING PAPER VINYL ANGLED I R I�FESISTIVE ♦' SELF -ADHERING I BARRIER LAYER CASING BEAD I i I ,. ER FLASFISY• z \ / BEATWRESISTIVE \\ BARRIER ° STUCCO WRAP = METAL LATH \ VINYL CASING BEAD i STARTER STRIP \ SUHDrV. ac LrOT: SILVERADO LOT #4 BLK 15 PROJECT# - 4 MODEL.• 2795-CAMDEN GARAGE SG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B !EXPLODED J' THICK, 3 COAT CEMENT Do NOT CAILK OR I I + 1 &' WIDE PEEL t STICK 1 VIEW FOR PLASTER \ oR WINDOW FLANGE OVER FLANGE A OF CLARITY) cALVV METAL �� BERTWER RESISTIVE Z• FLASWIw BARRIER 9 TO LAP 'f S R S• MIN. ABOVE TOP E-Zy BEAD VINYL CASING m TAM aF Z. FLASWWIG I 2X FRAMING (W//S' FLEXIBLE PVC BACKER ROD) E-z BEAD VWm cTRIM TE R IWAb' FLEXILE PVC1 MEMBER -APPLY FULL BED OF SEALANT BETWEEN ;BACKER RM)01 /` CASING BEAD ® RAISED pE+�ADH� \ .' ' FLA&4 ` FLANGE t BUILDING; WRAP TRH s COAT D BAND (FRAME) EI-ENrPLASTER ' OR APPROVED SEALANT `` WRAP � ._.., GAP uucAuuclw 17A WEARER RESISTIVE WEATHER RESISTIVE BAIWER9 -' DARI¢IER 9------------------------------------- —-------------------- ---------------------------------------------- NO SCALE: I I/2'=I'-0' E-z RlEAD ykni r"..r DAMER RESISTIVE (WVib• FLEXIBLE PVC PRINT BAIOtlER 4 BACKER ROD) 03 03 21 DATE SIDING TO STUCCIER�81ST1� 16 A E Z BEAD WINDOW CASING 9CAL.E: 1'4"=1'-°" FRAM ® FRAME TO FRAME SHEET 19 TRANSITION ...WA4 MOUNTING CARE SHOULD BE TAKEN IN KEEPIIYi THE VENT PROPERLY S BAND 10' SHOVM M Y 0.ALVANZED PUONED. VENTDIPE IS SEALED IF URLIZED. WJl wPIACE USING 1-1H' WULS AT EACH CORNER. AOOFRq DEMENT SHOULD SHINGLE EDGES NEAR TIE PBlARAlRO CUTOIfTTHE GOOSENECK VENT OPEMNO IN THE ROOF IXAPPLIED OUTER EDGE AND AROUNDI—I THE ENTIRE PENIMETER AS RECpAMENDEDINSEHEATHER COASTAL SNEATIHNG. 512E THE OPENING INACCORDANCE NITITHE CONSTRUCTOI120NE!I. 5. CHART SH01Mi.IN THE EVENT AMECHVtlGL VENTFAN IS USED, SD£THEVENTOPENNGINAOC OE wTH VENT ER FAN MANUFAC1tIRE'S PPNG OONNECTON 1. TRUCTIgI DO NOT CUT INTO TRUSSES OR RPFIERS VAEN CUTTING lfE OPENMKa IN THE ROOF. j—� REM�OVBE INTERFERING BRINDLE NNLS AROUND THE PERNETER OF THE OPENING W TMT THE WJLLNG FLANGE OF TIE VENT WYS FLIT TO THE ROOF SHEATHING. wm 111E TOP ANDSIDE FLANGES aF THE VENTUP AFA WESTER FLANGES TO LAY OH sHINMP THE SHIEBOTNMVENT THE TOP OF THE SHIN -ES, Fe-I�u� ROOF HOOD VENT DETAIL SCALE. NTS Cur NOeGuaAP AT •'ANGLE MODIFIED V O)T N MO BIXWAP LINE OF WNDOW- O 490 APPROvID NOUBEURAP OVER BNEATHING OVER We STUD WALL INSTALL S'— SELP-ADNERSY PLABMNG OVER NAILING FLMtlE JAtES TETPO POLO -I HOISS TUCK F AL TEA FOLD N Ar eLOP STEP 1 EXTEND FLASHING. MIN 11 U SLL PLEXIB FLOtIBLE RMHNG DO Ern BEAL BOTTOM —� PN STEP 6 INSTALL S'— SMJ--AD+ftftM R-46 m OVER VINYL MEAD PLASHING (WTM I DAMS) NAILING FLANSE IDffEID SELP-ADMIN BEYOND V G N MIN FLASW JAMD FLAB{NIG INSTALL VINYL C CAP ASPHKTPLASTICMME MOLDED ARIXRlO BASE PIPE AND OVER FLAFgE ALM RANMIG UV M. EDW OF SNJ- MO. MECIIANK:ALLY FASTEN FANNED EDLTES. (CAP NAILS, STAPLES) INSTALL DDPCNT FLDBIRAP AS n PLASHING AT 1VN POW WOUOW~ DOIW (TAPE DIAGONAL CUT A ACROSS NEAR OF WINDOW PLUMBING VENT DETAILS SCALE. NTS IPPLY 46' IF SEALAN AMSS ARE U4LY TO IFDOUI NA LANGE N 9E-FWD TOLES OR INSTALL S' WOE ADNESWE - BACIQD PLIDOOLE PLASHING MATERIAL OVER DRIP CAP JOW (PROTECTO-URAP ST-20XL a EOUN) STEP 7 ```� STEP 8 '1`1� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS EXTRA FASnENS IN UNDERUYMENT ENDOFSMNCiE Xl ENO SHINGLE ASPHALT AT LEAST it BEYOND FLOORING VALLEY CENTERLINE CEMENT 'CLIPPED OFF CORNER AT (3 DEGREES FROM �3HIN, VE TRINIED r BACK VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NIB APTLY ON " (D EGIAL)SEALANT . FLUID APPLIED FLASHING (LANOD SPITE -SEAL RC-811 OR EQUAL). SLOPE SILL TO EX I. IT S THE CONTACTOF✓! RESPONNSLTY TO VERIFY THE OOHPATIMITY OF ALL PRODUCTS NCLUDNG HOIEYRAP, SEALANIM A OW-ADWBW D FLASHING MATERIALS USED Dumm CONSTRICTIOM 2. INSTALL ALL MATERIALS PER MANFACTURERB WRITTEN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW I199 FOLLOUNNG COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOIUJ SHALL BE IMI-LEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTMSION BELOW THE WINDOW OPENNG SEAL MTERIOR PERU'IBTER OF wwcctu WITH SEALANT na>E: L IT E THE CONTACTORS RESPONBIISILTY TO VERIFY THE CCP'PATISILITY OF ALL PRODUCTS NMUDNG SEALANTS A KELP-ADMERBVG ILASMNG MATERIALS USED DURSA's CO,SiRICTIO . 2. FLASNNf AT EXTERIOR WINDOWS AID DOOR OPENINGS SHALL BE INSTALLED N ACCORDANCE UNTN MANUFACTURER* INSTALLATION NSTR)CTIONS AND APPROVED METHOD U OF RIC 0103A U N ACCORDANCE NTN FENESTRATION MIINFACTURER'S INSTALLATION AND PLASHING NSTRICTION&. Nam. SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.DOm IIIS AA S: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 str8arv. ae LOT: SILVERADO LOT #4 BLK 15 I-ROJECTp 7 01- 415 monri. 2795-CAMDEN GARAGE Swsxc: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B L Ii 202 SCALE: 1/4"=1'-0" MET S WA5 1/8' TEXTURED FINIBN • WOOD, /_— \ I/1' TEXTURED -- ---------------- -" ----+--___"i �-------- ----- - -- -- ------------ -2x6 SUB-BANb � FIN18N . cra f W/I'x4' NOTCH ® j METAL LATH /_-"- - -✓ END, WRAPPED IN METAL FASCIA WRAP :�_' WOOD SHEATHING / PEEL 4 STICK ,!�� OR Cm j � t ' DRIP EDGE \\\ CO U STUCCO ONLY) WRB LAYER 4, F-ORTIF15ER 7 ✓ i 1/8' TEXTURED i - FAME OONLPY) iAPER FINISH is WOOD I \ 2X6 sue eAND "\ ROOrNG c.ErTErrr 1/2' TEXTURED � \ \ \ FINISH ® CMU / \ DRIP EDGE \ \ / \ \\\ METAL FASCIA WRAP FROM i \\ ©i=L,4N 8 METAL Iaac our \ ;a / Y8' V FROM WOOD WALL \\ / EXTERIOR WALL \ \ (FRAME OR CMU) \ ,a \ \\ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ROOF KICK OUT REMOVED �\ \\ FOR CLARITY \ \ ROOF DECK (BEYOND) oo DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ®f=L/4N A -'l/8' TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH m CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -SAND W/I�'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL xdl \ x x x. 3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x }L x x x x x / �Q�x x SUB BAND DETAIL ® WALL W/KICK—OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND Wl%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-0(178 www.abdesigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813-886-2802 SvsDIV. & LOT: SILVERADO LOT #4 BLK 15 PROJECT* 03719.001-04151 MODEL 2795—CAMDEN GARAGE SMING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EJM. B n INT 03/03/21 SCALE: 1/4"=l'-O" SHEET WA6 'CONC. SLAB 501-Ol.F' 27'-2" -TE1 - -� \� - - - FM-16918 - - - - - N 3 1.1 I'll, 3'-2" T-2" 10'-4" 81-C f2-3OX30I `\` 1 X a I 4" CONC.- o \\ `\\\\ SLAB OJ a ~ 4 PVC `\\CHASE F1-30X30 Y ' o -31/2* 10 D 1.1 c N I U 1" PVC CHASE job FOR ELEC. @ \ `�``\` - EXTEND FM-16X18 U, O ISLAND `f SLAB i 12" 1 I al n \ N a___________ I �0\ ___________ ;o TOP OF� c? SLAB T-2" L TE-1 � I o \`\ LL \\�\` T� 12 1.1 \ \� A ao `,\\ I N a I:A \a 1 cn I N 4 20'-8" 29'4" 4 un ro N M I 7. 7 I I � c _ � = - I I I 4 --- V TE2 -- I L---- TE2 I 8 iv 1.1 I 1.1 7 N 1.1 I I -5 1/2* 5 2'-3" I�Kv i 1.1 2 2 -B 2 -8" E 5 " I b U - 10'-10" 1.1 18'-10" m I EXTEND SLAB 1 12" io v w I it 1.1 I FM-16X18 a O Fi-24X24 x ? -3 1/2" N Iti t1 a FMC-16Xi8 3'-5 "1 " CONC. SLAB 4 2 A m _ FM-1 18 -7 112* 4 FM-16X18 q F1-24X24 - - - - FM-16X78 - - - - u r a TE-1 - - 5'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 9-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, DINDICATES #6 BAR,I♦NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #VS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "W OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY III SCHEDULEo T�G EACH WAY. MARK WIDTH LENGTH THICKNESS0#5's REINF. TOP REINF. T.O.F. LONG FM-16x18 16" CONTINUOUS 18" (2)#5's FMC-16x18 16" CONTINUOUS 19, ( ) #5's #5 IN CURB VARIES F1-24x24 24" 24" 17 (2) #5's -)8"BELOW GRO TE-1 8" SEE PLAN 1.(1) #5'sTE-2 8" SEE PLAN 8'(1)#5'sCWC-12X12 12" CONTINUOUS 12, (2) #5's #51N CURB VARIES F1-30X30303'1(3) L 45'6 _ (-)8" BELOW GRD F2-30X30 30" 17' (3) #5's (3) #55 -)17' BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774AO78 w .abdesigngroupcom AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX. 813486-2802 SUBDIV. ee I.OT: SILVERADO LOT #4 BLK 15 PROJECT# 03719.001-04151 MODEL" 2795-CAMDEN GARAGE 811I/INO: LEFT PAGE: FOUNDATION PLAN 150 MPH W. B PARENT 03/03/21 SCALE: 1/4"- f -0" si 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q p: CELL SEE PLAN FOR SIZE AND 0}}- SPACING REQUIREMENTS SPACING REQUIREMENTS KC <W _ 1 W M U W I _� °q Ir R U < FM 1 0_ N - Z 6' CMU WALL O 8" CMU WALL I , . CORNER BARS, SAME SIZE AS LARGER BAR O '� ro �- IN FOUNDATION WITH 31Y LEG EACH M p-p• o WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB LAB �+ TOP OF SLAB °I SO THAT THE STEEL REINF. IS CONTINUOUS ( MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB °' SEE SLAB SCHEDULE 4" CHAMFER (1STORY) PORCH SLAB IA TOP OF GARAGE SEE SLAB SCHEDULE e) ° �I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/tY1" ISOLATION (WHERE •-� • 6' CHAMFER (2STORY)EXT. W712' ISOLATION I4"CHAMFER (1STORY) t 6' CHAMFER (2STORY)APPLICABLE) °JOINT Z SEE SCHEDULE 7#741- JOINT (WHERE a'' • —'• EE SCHEDULE FOR WxD, BAR SIZE APPLICABLE) Z_4WHEN FOR WxD, BAR SIZE TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING ,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION @GARAGE S°ALE.3"-'� CORNER BARS DETAIL (�) SCALE: 3/4"=1'-0" GARAGE DOOR LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON W RECESS NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g j LAP TO OCCUR OVER STUD OF WALL W/ PLAN U) W B* W = 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING N W WALLW/SYP W U a I No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ CURB FOR Z. CAPPED j N NEW REINF. BAR IL SECURED W/ 2- PART p- g EPDXY. MIN. EMBED VZN91' WEDGE ANCHOR W/7' TO PLATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH EPDXY 5-12"EMBED. MIN. 16'OC MASONRY 7 UNITS SET -p+ AT ELEV : GALVANIZED PIPE Q 8, LINO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE a BASE < O FOLLOW ALL MANF. BTM AND TOP PLATE � 0_ SPECIFICATIONS FOR ANCHORS W/ 10d x 1 12•' o = I USE AND COMMON NAILS FILL ALL l'- 4„ PREPARATION OF HOLES, DO NOT USE 10d W HOLE. x W CE SLAB SCHEDULE SECURE FLANGE TO LU J > RECESS AROUND GARAGE SLAB W/(4)1/4"X21/4" g o-1-' [SEE +_p•-0•• TAPCONS TOP OF SLAB '4z 4" CHAMFER (1-STORY) - 6'CHAMFER (2STORY) s EQ. EQ. SEE SCHEDULE LAP TOP PLATE A MIN. OF 49' FOR WxD, BAR SIZE AND NAIL W/ 16d COMMON VERIFY HEIGHT AND BAR QUANTITY NAILS, 2-ROWS, 4" O/C BTM. OF WALL PLAN LAP TO OCCUR OVER STUD ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD %g� MONOLITHIC FOUNDATION 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE SCALE 34=1� (W/ UPLIFT) 5 PLANS OR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 16' O/C STAGGERED, ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO y UPLIFT'SPRESENT. LAP TOP PLATE A MIN. OF 46' W AND NAIL W/ 16d COMMON SLAB SCHEDULE NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED Q LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND +- 0'-0" SPACING REQUIREMENTS [SEE TOP OF SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z -� WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W110d MASONRY NAIL 0 0- - a PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. < W 4 • J ADDITIONAL METAL m U CONNECTORS NOT $ _+ a. EQ. EQ. EE SCHEDULE REQUIRED WHEN NO 0: FOR WxD, BAR SIZE UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) AND BAR QUANTITY 8"CMU FILLED CELL(NPJ ��'•': INTERIOR CURB FOUNDATION WOOD WALL - - TOP OF SLAB SEE SLAB SCHEDULE _ . 7 eSEE 2X WALL FRAMING SCALE: 3/4"=1'-0" (NO UPLIFT) +- SLAB SCHEDULE 12"DIA. SIMPSON ST82 BOLTS 5" 1-40 TOPOF SLAB ZMINIMUM ZLF EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL,4"FROM ENDS AND •POURED CENTERED UNDER WALL AND MONOLITHICALLY WITH 16'O.C. VERTICALLY MAX FOUNDATION AND SLAB SEE SCHEDULE EDULE FOR WxDBAR SIZE /BAR SIZE AND BAR QUANTITY y AND BAR QUANTITY /L 8' VARIES B' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 SCALE: y4•.=1,_a. (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0 v C 11 SCALE: 3/4"=1' 0' E SHOWER RECESS FOOTER Ic SCALE:1"=1'-D„ 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 8134,W2802 BUSDIV. de LOOT: SILVERADO LOT #4 BLK 15 PROJECT* 7 — 4 61 MODEL 2795—CAMDEN GARAGE 8TIIMG: LEFT PAGE: DETAILS 150 MPH M. B 3 6" 8.-8" cc 12'd1` 15'-2" 19'-0" 22'-10" v v 26'-8" 20 15'4" 4'-10" o 0 a ' 4 'a N 9 (V lk M r v lh 1� O b 4 'v 4 0 m v �n '4 30 (V Y '4 N, IV 0 5'_2" 5T O io 6" @ Z N W G U WU N J Q q IL V N M 'Y �n - 11'4" o DOWEL PLAN 11-0" SCALE: 1/4" = 1'-0" 18'4" 19'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngfoup.com AA S: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH:8136862628 FAX: 813886-2802 SUHDIV. de LAT SILVERADO LOT #4 BLK 15 PI20J8CT* 03719.001-04151 MODEL` 2795-CAMDEN GARAGE SWING: LEFT PAGE: DOWLi PL 150 MPH III DATE: 03/03/21 SCAL IC: 1/4"=1'—O" SHEET S1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. °9 ° TO HORIZONTAL RE AR W/ 10" HOOK iv - GROUTED BOND BEAM VARIES PER ELEV. ° Z � 5 3 p #5 BARS 8„ 0 11" HOOK ° M a Mo 3 4 Oz .�< _ a. • �-�• .. OUT REQUIRED O �1 ro 0-CLEAN QK FOR INSPECTION _ m m K 1'-0 M 0'-0" FIN. FLR. Of O FE] ° TIE RTICAL REBAR TO HORIZONT� REBAR WI 10' HOOK //��c�'- �` �� BAR SIZE 48 BAR DIA. •�� - z ¢ ;E O° #3 18" 24„ CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA METHOD z4' O >a 30 O MASONRY SYMBOLS HORIZONTAWERTICAL HORIZONTAL/VERTICAL q5 30' ,' 3 SCALE. 3/4„=V-0, I REINFORCING 2 REINFORCING SCALE: 3/4"=1'-0" # #7 47' SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-WIS FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX:8134386-2802 11111111111 877131[mV. & LOT: SILVERADO LOT #4 BLK 15 PRGZZCTO 03719.001-04151 xonE><: 2795-CAMDEN GARAGE ISTOMO: LEFT PAGE: DETAILS 150 PH EA B 877131[mV. & LOT: SILVERADO LOT #4 BLK 15 PRGZZCTO 03719.001-04151 xonE><: 2795-CAMDEN GARAGE ISTOMO: LEFT PAGE: DETAILS 150 PH EA B FRAMING NOTES ------------------------------------------------------------------1 ♦ 8F16-lT/0MllB 8F16-i TIOM/OB 8F16-1T/0MllB 1 _ 1 1 12 5 10 1 ♦♦ 1 6 q 1 ♦♦ 1 1 `♦ ]W� F77[l AH7 F 1 1 1 1 1 _ 1 0 1 1 1 1 1 1 8F36-lT/OM/1B r 1T-1" ---------------------------- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 .'J. �,�`♦ i `♦ 8F36-1T/OM/OB -J------ 8Fl6-1Tl0M/1B 10'6" UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'4". UNO. 1 ♦ T-8" 1% 1 �•---------------- 1------1-----a LIFT BEAM PLAN 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 3 DESCRIPTION REMARK Q (2) 2X12 20 (2) 2X8 BEAM SCHEDULE OZZEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O A. = TOP OF ARCH / TO.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (asl) SIZE REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB! MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813686-2802 SURDIV. Qe LOT: SILVERADO LOT #4 BLK 15 PROJECT# 03719.001-04151 MODEL 2795-CAMDEN GARAGE SW MO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 15 MPH CV. B DNT ATE• 03/03/21 scALE: 1/4"=1'-O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. NP 6ke, 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. BOND BEAM PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HT �c �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. ADOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 1` TYR 9116" �p #5 CORNER BAR W! 30" LAP FOR EACH 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM GJE COURSE COND BEAM IS OMITTED AND A LINTEL I S PLACED. THE STEEL BOND BEAM COURSE OF BOND BEAM REINFORCING BIS BOTTOM BON BEAM TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / A 6. ONO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK 9 � F� 806 DBL. BOND — TOP OF PO BEAM W/(1)#5BAR BOND BEAM - �\O EACH COURSE G 8x8 BOND BEAM TOP OF W/(1)#5 BAR BOND BEAM 7'r F FILLED W/ GROUT -\\AG U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 B BEAM COURSE SEE NOTE 5 A\16-1 T/ 1 8x8 PRECAST CONCRETE NOMINAL—�� LINTEL Pg9�F�f\ GTHO1)#SBARDT Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF a OPENING-2' MASONRY CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX-1T/1MAB INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=T-9' REINFORCING 1 OF BOND BEAM AND XFXX-1T/OMOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX- ITAM,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - IT,OM/OB INDICATES A SINGLE BONO BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE-145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN 31M„ 2x6 (MIN 2 X 3) 23/16 TAPCON PRECAST OR DRIVE PIN (MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE .3D0 SILL MIN EMBEDMENT 1 114") 8" = SLOPE FROM EACH END AND 18" 70' N 1-1/4" `�� M EMBEDMENT b _ 26 (MIN 2X 3)23/16 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" W FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12C PER BILK EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: , 1/I'=,'-0" C 3 SCALE: 3/4"=1'-0" PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES \ THROUGH LINTEL I I I SINGLE A5 CORNER 4. BAR, 30x30 TURNED UP S pll I I OR TURNED DOWN INTO STEEL REINF. OF / FILLEDLLED CELL BOND. BEAM 0 II I II / � 8x8 CMU PIER PROVIDE BAR qq� MA W/ SINGLEN. OR DOUBLE REINF. BAR(S), S AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN //fLUll/ ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" � SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesWngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 Ilk FAX: 813586-2.2 1p(l, UBDrv. & L.OT SILVERADO LOT #4 BLK 15 OJECT# 71 . —0415 uoDEL: 2795—CAMDEN GARAGE 8111IING: LEFT PAGE: DETAILS 15 H EJA B 2021 DATE 03/03/21 SCALE: 1/4"=1'-O" SEEMET %s2.1A FRAMING NOTES w 'w 'w w ww w 'w 'w 'w ww ww ww ww ww 'w 'w 'w ww 3 3 c3 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) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 216 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 9'FROM THE CENTER OF THE COLUMN. Cil CJ3T = N N N N n a x U 11 N 11 U U Y II II U a x X x NNNNNNNNNNNN NNNNNN CJST AH9 AH11 AH13 AH15 AH17 AH19 AR21 AH23 A A Al Al Al A2 A2 A3 A4 AS A5 A5 AH23A AH21A AH19A AH17A AH15A AH13A AH11A AH9A CH9 CH7 CJ5 CJ3 Gil �Y1 I I 1 AH7 I I I I = _ _ _ 1+1 !ism g I e 3 ------------ ----J yia 1 I I I i I I I I 1 I I ATTIC I I ---------J I I I I 1 I I I w L— — — — — — — — — — - J PREFABRICATED ROOF = I I — — TRUSSES @ 24" O.C. MAX — I I I I I 1 I I L — — — — — — — — — — — — — — — — — J _ =s=s===s22x54 =7. �____ ATTIC ACCESS CJ5 x II U 11 q x = NNNNNI u _a1CJ1 M f3 L3 U w 'w w w C3 5 U y, I � I I I L�-7 7 s s s Firmr_ - - n CJ1 CJ3 CJ5 GA GA GGEA3+ CJ3 CJ1 FRAMING PLAN y SCALE: 1/4"=l'-O" 1441 N. RONALD REAGAN BLVD. ORLAN DO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-888-2628 FAX: 8134386-2802 BUHDIv at LOT SILVERADO LOT #4 BLK 15 PROJECT# 03719.001-04151 MODEL 2795-CAMDEN GARAGE SV7NG: LEFT PAGE: FRAMING PLAN 1 PH EXP. B T,IFi® D XN 03/03/21 SCALE: 1/4"=1'—O" SHEET s3 A{t) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J" NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(t) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 k NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#27'x4", 6', 6' x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS 12 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1 B 1 C TYPICAL TRUSS/ SCALE: 314"=l'-0' GIRDER CONNECTOR(S) 314" T 8 G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/7HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/Z' GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4•D —HOLE EDGE -5/6' —HOLE DIAMETER <2/5'13 SGL. STUD HOLE EDGE >518" HOLE DIAMETER <3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 scALE: 1 1n•=r-0• ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR tx2, 2x WOOD FASCIA SEE ARCHITECTURAL �GJ-�3 Ed 2x SECURED W/ (3)16d //z GALV. COMMON NAILS. 1x2 SECURED W/ Iod MASONRY BOND GALV. COMMON NAILS BEAM 1Z' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP 42 Z'X4", 6", W x 4'4' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FAC W TATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS, A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (Q' x 5' TITEN HD TO CMU AND (12) BIDS }'x 2 k' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND 118) BIDS }" x W TO GIRDER G(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }" x 57ITEN HD TO CMU AND (18) SOB J' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = BB85 LBS (2 PLY MIN.) TYPICAL ROOF r29 A 29 B 2 C GIRDER CONNECTOR(S) -ALE:34"=1'-0' LSTA12 20 GAUGE W/ 10dxt/2 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER — HTT4 W/ 5/8" AB. WITH MIN- 7' EMBEDMENT TO SLAB 8 16tl x • I 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB • f ,/�GIRDERNVOOD POST CONNECTIONS A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/. -BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 48M LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS Wl (4) 314'* SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER �o�TTACHMENT DETAIL # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z' COVER 8 Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0" 6-Cr'MAX (W/1X4) OR 10'-0" MAX (W2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING U-a' TO 3U-U' (1)'W' BRACE SEAMS) 30'-1" TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37 OC MAX. lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2.4 SECURED W/ MAY NOT BE REQUIRED (2) 10d's 0 EACH TRUSS TO BE INSTALLED Q - 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. .. lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE TR sseRG o. RBTM. CHEDUL SCHEDULE SEECHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE Q 5 1YZ' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. = Z 2, END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" 12) _ PT DIA. x W MASONRY SCREWS MAY BE USED, C —CP4l`.I—G 1IIRFIAF LEDGER SCHEDULE MARK SIZE BOLTSIZE VEDGEBPACM CENTRALSPACNG A DOUBLE 2x8 1I2" 6' O/C 16' O/C B DOUBLE 2x8 314" B" O/C 24" O/C C DOUBLE 2x10 112, e" O/C 16, O/C D DOUBLE 2xl0 3/4" 8" O/C 24" O/C E DOUBLE 200 3/4" 6' O/C 16, O/C F DOUBLE 202 3/4" 6" O/C 1 17' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" UBLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3f4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81-14UW2628 FAX: 813.8862802 IP LTHDIV. & L�oT.SILVERADO LOT #4 BLK 15 R OJECT## 03719.001-04151 MODEL• 2795-CAMDEN GARAGE 31rMG: LEFT PAGE: DETAILS 150 MPH ZXP. B DP 03/03/21 SCALE: 1/4"=1'—O" SHEET S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/(6) 3/16" "x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, � FLOOR BRACING SCALE: 3l4"=1'-(Y' SIMPSON H6 W/ (8)6d COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OFSTUDS PLYWOOD FLOOR SHEATHING �\�YA SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS lrZ' HOG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE:3/4"=1'-0" PLYWOOD SHEATHING, SEE "ROOFNVA LL/FLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. WI (2)12d TRUSSES Q 24" O/C, TOE NAILS EA. SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL EL SEE SCHEDULE (2) S 3/6' 1 16' X 1 3/4" OTC CUPS W/ (2) FOR BOND BEAM CONCRETE SCREWS INTO REQ, CMU AT BLOCKING W/ 114" 8" CMU WALL. MAX: GAP FROM TOP OF O SEE PLAN FOR WALL TBOT. OFVERT. REINF. BLOCKING WALL BRACING AT 3 NOW BEARING EXT. WALL SCALE:3/4"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ tOtl 0 3' O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE XSRACING IS PRESENT AT INTO LEDGER AND 10d 3" O.C. q8 WOOD SCREWS NOTE: (M TOP OF FLR TRUSS BRACE W/ (3)12d @2 EA. 4'-0" O-C. (AT SHEATHING SEAMS) — STAGGERED UPPER PLY INTO 216 x Z' LONG O.C.; MI 2x4 BLOCKING EA. BRACE. STRUCTURAL SHEATHING TOP 2X4 SUPPORTS BT. TRUSS DIAG. BRACE TO BELOW D3" STAGGERED OFF TOENAIL INTO TRUSS EA. ND NAILS a EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; - 314" AS SHOWN 214 BRACE 0 46' O.C. W/ (5)12d "., MIN. FROM 2ND. FUR. FLOOR DECK 0'-0" 70 30'-0" (1) "X" BRACE NAILS 0 EA. END LINE 2x6 CONT. W/ (8)16d NAILS 30'-1" TO 60'-0 (3) "X" BRACE DBL 2X8 LEDGER TO CMU W/ t EXP. BOLT NI 8d RING SHANK NAILS @,V O.C. MAX B2 OF FLOOR TRUSS PRE-ENG GABLE TRUSS (1) "X" BRACE CENTER 8" CMU WALL AT 16' O.C. AND e" FROM INTO BLOCKING (BT. 2X61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK A7 ALL REINF PER PLAN END W/ MIN 5-1/2' EMBED. 16d NAILS @ 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH 1X2 FIRESTOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC I II 1y�4.• PER ELEVATION PER ELEVATION ;r PLYWOOD SHEATHING, SEE Z NAILING PATTERN "ROOFNJALUFLOOR Ix SHEATHING U p, FASTENER SCHEDULE" ,0 W PER ELEVATION=L PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. PRE-ENGINEERED WOOD 24 —PRE-!ENGINEERED WOOD CONNECTION PER 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE 1x2, ?x WOOD FASCIA TRUSS MFG. NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) SEE ARCHITECTURAL MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16d ENGINEERED WOOD r o.a 17. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. --SIMPSON HETA-16 EVERY TRUSS (VERIFY GALV. COMMON NAILS. TRUSSES . 24" O/C, 1x2 SECURED W! 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA I6@ W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL 12 O/C SECURED W7(2)12d's@ AT TRUSSES PARALLEL (VERIFY W/TRUS SECTION DETAIL MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN} AT PARALLEL /PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 5 SCALE:34=r-0 PRE-ENG FLOOR TRUSSES 7 6 W/ HIP RETURN SCALE:34"=1'-0" scALE:3/4"=1'-a• PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 216 PT. PLATE TO BILK_ W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 1/Z' DIA ANCHOR BOLT W/ Z' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4z4/4x6 SYP NO, 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 L13S W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FLM77239 FOR SPACING. SINGLE CONPLANS POURED BTM. PLATE TO BE PT, LINTEOU LINTEL CRSE PROVIDE DBL. TOP PLATE :Q. PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1!2" GYP. WL. BD. AND TOP PLATE ANCHORS WI 10d x 1 1/Z' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE T, 1/2N9" WEDGE ANCHOR W/ Z' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS �`I'` TRUSS TO BE INSTALLED�10'-0"O.C. MAX. EPDXY 5-17 EMBED. MIN. @ 16' EPDXY 1 V Q 1 V U 1 V V OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TO POST CONNECTION V SCALE: 3/4"=V-0' n e7 A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • 0 6 - 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) IMNYSDS, (1) 5/8"° AT.R. TO HDU4 AND (10) 1/4" X 21lZ SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 WI 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 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 & (26) 16d x 2-1/7'NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:81348662628 FAX: 813$88-2802 9SDIV. ac L�oT L7 SILVERADO LOT #4 BLK 15 PROJECT# 0 7 .0 - 4 51 MODEL.; 2795-CAMDEN GARAGE SUING: LEFT PAGE: DETAILS 150 MPH B Dw 03/03/21 SCALE: 1/4"=f—O" SHEET S3.1B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/37' STRUCTURAL SHEATHING EXP 1 132116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37' STRUCTURAL SHEATHING EXP 1(32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 6d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING 16-20 RINGS F1667R8RS SCREW SHANK (1 PER INCH) 1 So RINGSHANK, PNEUMATIC 2 3/e" 0.113 67 RSRS-01 SCREW -NAILS R EXTERIOR SHEATHING USE 1/7' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sol RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6' O.O. IN FIELD ZONE 2e, 2n, 2, 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 8d NAILS G 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES N li TYP. EXT. SHEATHING ATTACHMENT i L1 TF--f ay z (9 ((D W Y = C1 y0 2 � RAFTER OR TRUSS ROOF SHEATHING (7 = z 0 0 3 m BUILDINGLENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 016, O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Sd RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` C98 7' DECK SCREWS 0 6'-6' O.C. MAX EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS G E-END FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER NATION SIZE TYPE BPaGNGR-- TYPE SPaClNG REMPRNS 1.2 Pf FLNM11 TO MPSONIilT CASE HaftDENED WIL NNL 1 iR' LONG. 9 OF GVFAGE DOOR BUCA( —To -=— /4'DW NO WABNER TaaWNNAS7tiRY Fa4TENBt 6 CF I- EMBED., 4' END DISl., 1111E DST. WORE HPRDENED OGIL ffOC NDONYDOM/—ENED GPRAGEOCON 6t1Glc •SOW FXPaNBKNI eOL T t6.OIC (YB'OW it?LONG. sraGGE D iNro Ma30MiYM;(k�C. To— DW as xNooW eD«6 ` CONTACT THIS ENGINEER FOR SPACING PTEEENOTE9 NaL+ia'ioNG: sTncoEBED oMasonw`v�,m ic�.D rnaswAv REQUIREMENTS EXT. 3vNNG DOIX2 Pf, SFE NOTE6 p13H6 TPPCON' FaBTNER 1B OC 7'E-EDD&END. r7" ExPAN81M1 4"EMBED<'ENo /WPEHER OIG T., 3'—lo, T. °A__ ot3e'Pn iff Pr To srEFi cow. sEE srncc cEam EDCE asi.1? NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR UNDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A MOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL RE 30r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6'%MR ENTRAINED CONCRETE EXPOSED 70 EARTH OR WEATHER NOT! -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC42 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFER®YI'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, THIS 402I602-18 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AILCONTINIX)US POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGSSEAMS LAPPED B INCHES AND SEALED ADHESIVE TAPE . PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 042 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A7064M, GRADE 65 AND BE PLACED IN ACCORDANCE MATH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2- CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 Psf TOP CHORD -nonConcu rt REVIEW iVP. MIN LAPS SHALL BE AS FOLLOWS: #0 BAR - 25" #fi BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-nOncancurrent #5 BAR - 39' #7 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. 15 Psf TOP CHORD 20 psf TOP CHORD N V 7 stw/ASPHALT SHINGLES) 10 sfw/NOGPCRETE ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 BTM CHORD 5 psF BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf D MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING (ASCE 020) EXPOSURE B, RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE- TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED BIT BLE(FBC ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT VVIT 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 GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, VEHICLE, SLEEPING ROOMS' 3OP4, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS ANDA FULLY DIMENSIONED ERECTION 40Pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 20DO PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING NAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR 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 ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3D00 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557_ TREAT ALL CELLS TO BE FILLED. SOIL FOR TERM ITE PROTECTION. THE ONMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. GO TOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4 PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THATA BATCH IS HELD FOR LONGER THAN 90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-112' FOR 46 AND SMALLER 7 FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4-FOR SLABS, WALLS AND JOISTS 1 4Q' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BV THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ku FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.6078 FAK 407-7744078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 SUHDIV. da LOT: SILVERADO LOT #4 BLK 15 PROJECT# 037 - 4 MODEL: 2795-CAMDEN C6ARAGE STUNG: LEFT PAGE: L150 ETAI MPH XP B DF 03/03/21 SCALE: 1/4"=1'—O" SHEET SN1 w 4L © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX Q STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J_CHF DETAIL A FASCIA 7D STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7DSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO 0 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLESINSTALLED 7D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX-r4 6-- DETAIL D O STAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --I Q3 J-CHANNEL 1'1CTA II C J-Lo r1HIV IV C L TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L�� SEE DETAIL'N ' SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) aft __dkh OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END u BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO' / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN O DETAIL B J-U IMMIN IN M L FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO OSTAPLES INSTALLED - THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 2" O.C. MAX (INTO t@WOOD WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR (NOTE 1) @ J-CHANNEL k DETAIL C J-CHANNEL BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. :;�=;a€ �/l:�=zip;:•. •.iiiiifi=ii•• •_• 13.519 • �_ •�iiiii�ii�ii EAVE WIDTH (ROOF••=:?ij• j••• 375 375 OVERHANG) 4 3.625 3.625 3. 5 \ .08 .0 12— "-CONCRETE; 4� CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX 407-7744078 w .abdesigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-2628 FAX: 813888-2802 SU13DIV. ae LOT: SILVERADO LOT #4 BLK 15 PROJECTIP 03719.001-04151 MODEL 2795—CAMDEN OA %AGE SWINO: LEFT "'§OFFIT DETAILS 150 MPH XP B .04 DwRZNT 03/03/21 SCALE: 1/4"=1'—O" SFIEET SD Ohl