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HomeMy WebLinkAbout35913 Morse Willlow Ctim 99 2- 795CAMDEN991 FOR: 0 R1HOR110NALL ♦ 4 A 12602 TELECOM [:)RIVE, TAMPA, FL_ 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 V`VC*5K SHALI ITH P COIDES F.,rRjDAULDNG (7,OOE,NATICNAL ELECTRIC CODE, AN"' THE UT`;,Cyr 7FPH.YpH1L1_,S ORDINANCE REVIEW DATE Jug CITY OF ZEPHYRRLLS PLAN EXASMINER_ 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 -FLORIDA MMING Cow I 7TH ZDrMN (200) -AM I*= MD STATE OWES :OCCUPANCY -RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB -MIN. INTERIOR FUM - CLASS B -BASIC WIND SPEED - Vult=150 UPH Vasd=116 MPH -EXPOSURE - B :I -STORY RESIDENCE - 2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL AND STATE CODES ABV, A/C ADJ. ALT. AMP. BD C C C . CIAL CONIC CpCPT.0 C. . D. DBL. D.G. DIA. DIM, DIS . OF. DRDOOR D.S. DTL D.W. EA. ELEV. SO EXIT EXT FGTX F.G. FIN. FIR FLUOR DR FIG G GA DISP. GT.L GL. GYP BD. HB. H.C. HDR, OR ITT HOT. INSUL INT. A VE AIR CONDITIONING ALTER TABLE ANATE AWEkAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE T CERANUC TELF DRYER DOUBLE DI GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOWNSPOUT IL DETA DISHWASHER EACH ELEVATION DQUAL EXHAUST EXTERIOR FIRED GLASS FUEL GAS FINISH FLOOR FLUORESCENT F RE FOOTINGNCH DOOR GAUGE GARBAGEDISPOSAL GROUND -FAULT CIRCLET INTERRUPTER GLASS GYPSUMBOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LuNt NLC� NITS MIN. M.T. MTD. MTL. NTS. D.C. PL P.B.PUSHBUTTON PH. PLT PLYWD PR. P.T.PRESSURE R PAD. R.A.G.RETURN REF RM, R.O. S.C. SD S.H. ST SHIRO S SHWR im SL ST. GL. STD, SWS TFNEP THK T.O.C. T.O.P. TO.& TYP UN.0, V. . W. W/ WD. WW/H W1. LAVATORY LU1,11NOUS SENSE NIEDICIW CA MANUFACTURER Nffmmum METAL THRESHOLD MOUNTSO NIETAL NOT TO SCALE ON CENTER PROPERTY LINE PHONE PLATE PLYWOOD PAIR TREATED RISES RADIUS AIR GRILL REFRIGERATOR ROOM ROUGH OPE2QNG SOL;IDCORRFXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SINIHAR SLIDING SLIDING GSS STANDARD SHEAR WALL TENIPERSECTIONED GLASS THICKGAR. TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WADW WINDTERHEA TER WROUGHT IRON DATE DESCRIPTION eaft/w CONTROL DATE ARCHITECTURAL SHEET # DESCRIPTION 064WM ADDED IbV-C ENGINEERING PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN A2B—FRONT AND REAR ELEVATION "B" PG A3B—LEFT AND RIGHT ELEVATION "B" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 01/25/1S ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 01/25/15 FIXED DIMENSIONS FOR STUDY AND DINING ROOM 00102/19 REVISE SCIFT CALGS 10114A9G UPDATED LED LIGHTS PER D.R.DR HORTON 10/30/113 UPDATED LED DETAIL BUBBLES PER Wt HORTON - 11/0" ADDED FOUNDATION ON GARAGE BEARING WALL UPDATED SIMPSON CONNECTORS I.L.O. USP CAO&W ADDED 150-D ENGINEERING STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CAM's CRAOW201 REMOVED STONE CAP NOTE ADDED FOAM CAP 04 ELEVATIONS, 3/SnO ADDED FRONT ELEVATION VFER D.R.WORTON IST FLOOR LIVING 2036 80. FT. GARAGE 615 $a FT. ENTRY 6b W. FT. COVERED LAM 153 Sa FT. TOTAL 3,113 $0. PT. -1/14/20 - CHANGED ROOM NAMES PER DP_ HORTON 01/21/21 REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE 01/2'1/21 REPATHED XREF8 FOR THE 2020 P5C STRUCTURAL SHEET # DESCRIPTION PG SS —FOUNDATION PLAN PG SIAA—DETAILS PG SI.2—DOWEL PLAN PG SI.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.IB—DETAILS PG SN1—DETAILS PG SDI —SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ME UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI . s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdealgngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 IVA' ==628 280 2 04 [ BUDDIV. &C LOT:1 SILVERADO LOT #5 BLK #16 ROJECT# 03719,001-05161 MODEL 2795-CAMDEN" GARAGE OWING: LEFT PACE: COVER SHEET 15V%PH EXP. B,� 06 I SCALE: 1/4-=I'—O- 1 C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Rh 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. 8RE 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 HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El, THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN `Y, -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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAW' INCH GYPSUM BOARD OR EQUIVALENT. F- 8. EXCAVATIONS TO BE A MINIMUM OF T-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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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 WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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-1063-19a & 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 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB 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) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoeigngmup.com L AA A: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 Ilk FAX: 813-88G-2802 8170xv. ae L.OT: SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05 MODEL• 2795-CAMDEN" GARAGE SAYING: LEFT PAGE: GENERAL NOTES 150 VIN EXP MIMI oL1..1.110 0 0 oL.111ao1■I..Iao IA o EGRESSEGRESS----------------- o 01'11 SOW 5,GD, TEMP o a. r� M 1 6 1.1 Tovew III F1 ! "I I � m Gl-Arw TEMP :... -- BEDROOM i ? _ 11 1 11 II �1 . mm Hill , i L�0 LIMG '11 !A Ell AM IIIIIIIIIIIIIIER In m , �. �,1 mill � OIIVo �'OIIIL � ME ���'� i O.II.II•F�a9)E�, . i Ia �. Ell. mill. 1, i (SEE DETAIL A/A2115) olllol�— olll!o Ell �� 1, m EGRESS aiollol ollollo Mil of..1...1.a 21- E- [i:rl�a�II� VENEER SQ.FT. CALC. S IST FLOOR LIVMG 2036 SQ. FT. GARAGE 619 SQ. FT. ENTRY 65 SQ. FT. COVERED LANAI Iw SQ. FT. TOTAL 3,113 SQ. FT. OOM'pEN1 ATD CLAODIp I.O LOADa IA9C MaC 9aoeuE Fql a �I.rolo OISB OFB11D$ Sam ZOIE OW7HNIOM RIYIKB AN)T'IFE FOOTAGE MIN. WINDOW 10 5 243/-32.5 CRITERIA EXTERIOR SWING 18 5 23.4/-30.1 DR. MIN. CRITERIA SGD. MIN. 41 5 22.1/-41.0 CRITERIA 16010 OND. 112 5 I 205/-24.9 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=R, 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 PRODUCT MANUFACTURER. CONIMCA7001I SHIM AND SECURE COUNTER TOP RADIUS CORNERS, SEE VARIES MATERIAL TO PLAN CABINETS. BRACKET , INSTALLER SHALL BLOCKING '] INSTALL FLAT ELECTRICAL BOX EARIEaKJTTC14EN MBAR REINFORCING AT ENDS OF PARTITION C Q 4 BRACKETS AS WALL BASE 3NECESSARY. 2'X6'X35-1/4' LOW WALL = 2'X6' STUDS . 16, O.C. W/ 1/2, DRYWALL TYP. CABINET SECTION A SCALE: NTS II FLOOR PLAN NOTES II - ALL OR'EN61" ARE FROM FACE OF 1 11' BLOCK WALL TOR EDGE OF FLOOR BLAB) TO FACE OF WALL 6TUD UNO. - ALL INTERIOR WALLG ARE 3 V UNA. - DRYER VWTED THROIYsH ROOP (VTR), NOT SCREWED. - AIR C0MMI ISGOR GET ON 44X44' POURED COW— PAD. PAD MONS 6' MWIl EDGE OF 6TRlCTURE. - GEE SHEET GN FOR GENERAL AND STANDARD BUILDNG NOTE& - ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT NtERRIJI-TER - ALL FULL HE1Gi1T BLOCK WALLS BETUIEW FILLED CELLS WITHOUT OPWNGG ARE GHEAR 1-1., & FLOOR PLAN SCALE: 1/4' • I'-0' 0 m OPENING DTL. B SCALE: IR I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774-6078 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: 813-886-2628 FAX: 813-886-2802 s unDIV. & %OT SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05 140DEL' 2795-CAMDEN" GARAGE BrIING: LEFT PAGE: FLOOR PLAN 15WMl E DATE 06/10/21 8CALE: 1/4"=1'-O" SKEET 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. REQUIRED VENTILATION = .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# OF VENTS PROVIDED - 9 "AREA OF ATTIC 15 THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) V-4' BRG. HGT. 5' STUCCO — BANDING TYP. CAP VENEER 0'-0' FIN. FLR- 0'-8' G DE MIN. _ S'-4' BRG. HGT.s - 0'-0" FIN. FLR 0'.8- GRAD _ _---------------------- '►'/-20'-I' BLDG. HGT. mignon metDECORATIVE i III ••• II_i. _TTER STUCCO _ MIN MINIM VENEER FRONT ELEVATION-B TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH _ _ 0W-4' BRG. I-GT. - - - - - - - - - - - - - - - - - - - f 1 I I PRE-ENGINEERED I I TRIJISS I 9'-4' BRG. HGT. 9 ---FRAME OUT BEAM - W/ 2X (2)2XI2 BM. TRUSS TO BEAM CONNECTION W/ I SIMPSON HWA-2 FILL ALL HOLES. COLUMN TO BEAM CONNECTION W/ i v SIMPSON HETA 16 I y. m (TOTAL OF 2 AT EA. I m :r CORNER) I uD 4' 8' CMU COLUMN I I I I FOAM CAP STONE VENEER 0'-0' FIN. FLR ---'------------------------- COLUMN DTL. A SCALE: IR • I' --------- - I I 18'x20' I = = LOUVER LOUVER DTL. B SCALE: 1/2 • P-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroupxom AA #: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813486-2802 9LTHDIV. & IAT: 44 SILVERADO LOT #5 BLK #16 PROJECT* 03719,001-05161 )#ODET- 2795-CAMDEN" GARAGE OWING: LEFT PAGE: FRONT & REAR ELAMP ON "B" 15E . DA'I 06/10/21 OCAL.E: 1/4"=l'-0" 5'-4' 5RG. HGL(o 0'-C' FIN. FL V-4' 5RG. HGT. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT F F-11 IF] all E: L-11 El ----------------------------------------- LEFT ELEVATION—B TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT El 1:1 -------------------- + ------ ------ ------ ------ RIGHT ELEVATION—B TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS - of-4' 5RG. HGT. 0'-0' FIN. FLR. '-S' GRADE MIN.) o5'-4' 5RG. HGT. 0'-0' FIN. FLR WADI= (MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325_ J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 81388E-2802 aysDiV. & LOT: SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05 340DEL• 2795-CAMDEN" GARAGE OWING: LEFT PAGE. LEFT & RIGHT ELEVATION "B" %150AkH E H DwA E: 08/10/21 SCALE: 1/4"=1'-O" ELECTRICAL LEGEND SYM. DESCRIPTION -0- STANDARD SWITCH y{f: pHs -WAY SWITCH �. -WAY SWITCH IMMER SWITCH BUTTON ISCONNEGT T HERMOSTAT INCsLE RECEPTACLE (@5V/20-AMP NGLE POLE) Nov DUPLEX RECEPTACLE 1®v DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT TERUPTER?AMPER RESISTANT TYPE) IVV DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 40: XTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® IOv DUPLEX RECEPTACLE (FLOOR 'IOUNTED) 20V RECEPTACLE (4 WIRE GTOR) -0c>EoicATEo RECEPTACLE F(D WALL MOUNTED LIGHT EILNG MOUNTED LIGHT DANT LIGHT 000 LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT 0 CFM PER 80. PT.) SIB& BULB LIGHT FIXTURE N�o BULB LIGHT FIXTURE N>mnnn BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) L,Wl'x4' FLUORESCENT LIGHT (RECESSED) x O LESS LIGHT GEES LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY OCATION) ' METER (FIELD VERIFY— 1"Q -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) FILING MOUNTED FAN B T FAN (I CFM PER SQ. FTa JACK I•QQ DETECTOR (WALL MOUNTED) Q DETECTOR (CEILING MOUNTED) ®MONOXIDE DETECTOR I INCs M TED, HIMES TED OUTLET FOR Za_0031117 TV V JACK ^•tea SB PORT • LOCATIONOF TV JACKS 4 PHONE OUTLETS 4 rANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Tth EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 60 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50T3 FBCR Tth EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1. ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TT14 ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 951E OF LIGHTItNG MUST BE ENERGY EFFICIENT TYPE PER FOG. ENERGY CONSERVATION 020. Tth (RESIDENTIAL ENERGY EFFICIENCY) 2EDITION R404.1 ■ r---------------- BEDROOM 1 ° I I OPT. L j FIXTURE/ PRE -WIRED CLG FAN \ Q' 4'-4' 4'-0' 1 G r � 0 ll _I LI • o 7�s ------------------------------- COVERED LANAI PRE -WIRED CLG FAN I QI \ I 1 I wI 1 sw 1\ GREAT ROOM I I \ I I I \ I I \ 1 I 'PRE -WIRED CLG FAN Gpl� 0I I I ® ® KITCHEN 11 MULTI-GEN BEDROOM / a CFI ------------- °^'�. E° -PLUMB I \� DINING ROOM \ PRE -WIRED \' L-1 1 CLG FAN i LAUNDRY CLG FAN L----------- PRE -WIRE j -� 0 I MULTI-GENROOM LWING / I / IaDlc -� BEDROOM PRE -WIRED I CLG FAN / \ L-----------------j -- u \ PRE -WIRED —_--� I CLG FAN I \ GFI • 44' U4 1 AFF. — — — — I • 44' AFF. 1 BOLLARD I 1 L ----J I \ AS REQ. I i ° / WALL MOUNTED I \ I PER BLDG. \ CODE 6 \ JP - LIGHT W/SWITGH ATTICC � \\ I I gp \\ ®IlEb 1 \\ \1 J 3-CAR GARAGE ( I \ I L -/I '---------\;�r" , . 1 — � \\ PRE -WIRED FAN OUTLET (CLG. GFI OUTLETCLG FOR METER GARAGE DOOR I FOR OPT / GA AGE R/ WP GFI I I u FIELD OPENER OPENER VERIFY Q. GFI LOC. I // FIZ FOR L IRRIGATION 1 // CHIMES BEDROOM OUTLET I --------- ENTRY (f11 NT11 L%--_.---- — --'lJ COSH ------- OPT. LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' LED LIGHTING ® SINGLE LAV. LAUNDRY ROOM BATH ®' 1 � I 1 in I------------ 1 LED LIGHTING ---�� ® DOUBLE LAV. LED LIGHTING BATH I VP @ DOUBLE LAV. BEDROOM 2 AND 3 BATH 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES' A ELECTRICAL MATERIAL6 AND NSTALLATIONS SMALL CalPLY UT14 ELECTRICAL PROVISIONS OF THE FBCR TTM EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REOLIREIM6NTS. B. ALL CONDUCTORS SMALL BE TYPE TNNUI}NN UNLES6 NOTED OTHERU16E. PROVIDE 3 2/0 CU. I % CU ONO 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 -4 AL GND N 2" CONDUIT. (CONDUtT TO TEMIINATE ABOVE SOFFIT . OvEP154AlK) oCOMBINATION r-_A SERVICE DISCONNECT OUTC 4 ANDELECTRIC METER N NBMA F-C-OA-12-IR 3R ENCLOSURE TEL CALEVISION BLE E ENNTRANTRAN TECE @RVIGE POLLER CQ'TPANY EfiEFI• lm ENTRANCE 711V.NEFORMER F.QUwtENT 9INTERSYSTEM SONDNG TERMINAL AT GRADE LOIU VOLTAGE C0NECTIONO PROVIDE 200 AMP, 120/240 VOLT, I M4ASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 2AS COFFER (CU) IN 2" DIA SC14EPULE S0 PVC CONDUIT OR PROVIDE 3 M/0 ALtf71WT (AL) IN 2" DIA SCHEDULE N PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPNU ANY. OOOROATE T14 THE ELECTRIC COI'TANY PRIOR TO BID. 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF FBCR 1TM EDITION f24Y10) 5/6" DIA x 6 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SBS-2628 FAX: 813-886-2802 st7HDiv. de LAT: SILVERADO LOT ##5 BLK ##16 PROJECT* 03719,001-05 1#ODEL• 2795—CAMDEN" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 150 PH EXP H D ATE• 06/10/21 SCALE: 1/4"-1'-0" SHE= E1 s PLUMBING PLAN SCALE: 114 • I'-0' KITCHEN SINK W1 r'LU1V11311VU nlJtln TO LAIN 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigr'group.com AA #: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813886-2802 l SUBDIV. & LOT: SILVERADO LOT #5 BLK #16 PROJECTJ# 03719.001-05161 MODEL: "2795-CAMDEN" GARAGE SWING: LEFT PAGE: PLUMBING PLAN %15 MP E B PRINT 06/10/21 DATE: SCALE: 1/4"— ] ' - 0" SHEET P1 m MECHANICAL PLAN SCALE. 1/4 • I'-& HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL SLOG. 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, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY I� y � y AIR HANDLER EVAP. TRAY NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL EXTERIOR WALL AIR RETURN SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAFCONS UNIT SIMPSON WB ROLL STRAP SUCTION AND LIQUID OR EQUAL REFRIGERANT LINES il� SECURE STRAP TO UNIT W/ (2) WALL 4'CONCRETE SLAB +BXI I/4• BHT. MTL. SCREWS ArEXTERIOR 3/4' PVC CONDENSATE GRAIN LINE CONDENSER UNIT PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO CONNECTION TO PAD CONDENSING UNIT TRAP ORAN LINE AND TERMINATE NOTE: MAIN * 121 DRAIN IGD OVER HEAD FROM STRULI CTURR E IN AN APROVED DRAIN, A8 PER POOR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3013.4 HVAC DRAINS COUNTERSUNK BCORIATED NICKEL FIN. FLOOR CA. PLUG BRONZE FL. PL. OR WALL SEE SPEC. m 11-8•x8• CONC. BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO FITTING OR SOIL OR WASTE AS EXTENSION 801E REQUIRED OR WASTE AS WADE 8240-K JOSAM 560" REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/8PEC FLOOR SLAB CLEAN -OUT (TYP.) NEXT. GROUND CLEAN -OUT (TY 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w%mabdesigngroup.com AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813-886-2802 SVHDIV. at EAT: SILVERADO LOT #5 BLK #16 PROJECT 03719.001-05, 3#ODELs 2795-CAMDEN" GARAGE 8WING: LEFT PAGE: MECHANICAL PLAN 150 MPH EWk B DAATE 06/10/21 SCALE: 1/4"=1,—O" SHEET M1 2X4 TOP PLATE PLAN T GORIER MEAD PRE-FAB TRU88 y TWIOC COAT 1/2' CLG. BOARD '0w T "Fi cTURAL roR PLesmt APPLIED wwowmaO'!NT HAOCKL7 TO naeower ar P.T. w ATTANOTE: STUDS IN 5' DIA. SLEEVE, CELL 8D IN FILL CELL es PER PARTITIONS SUPPORTING DO NOT CUT REa V2' DRYWALL WALL HUNG PLUMBING REBAR C''It'� "� °°'LL 6AACI OLALR R= 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL PIPE VEA^+M� ORLANDO, FL 32750 CABINETS SHALL BE NOT L1i 114MO D ALL LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT +• sLsvErowe.sLrE 6078 DOOR PN:ao7-n4-407 SOLID GROUT THE BOND �V•e7� FAx:ao7a7aao7e SPACED NOT MORE T �TM www.abdeslgngroup.com SECURE ST. 2X4 WOOD W/ (1)- 5 _ BEAM "'•O^'•"`'W. PA6TOW TO STUDS 024' THAN 16' O.G. OR, NOT uDOD E.eE WOOD JAM PER AA #: 0003325 PLATE TO SLAB (2) COURSE REBARS PRODUCT axv.emL,tr�D W/ 10d MASONRY C•C• LESS THAN 2x6, WHERE -- APPROVAL REa *=0A, i= OV NAIL 32' O.C. SPACED NOT MORE BY MAU TO ER! by OTHER DRAFTING BY: PAOTMAX THAN 24' O.C. m•X OftACKTs 1°Dd" A.B. DESIGN GROUP °V FWDCX= DRAFTING INC. . SLAB APPRavA1 R[a 5438 BEAUMONT CENTER BLVD. SUITE 1004 FN. FL R TAMPA, FLORIDA 33634 z- PIPE THROUGH BOND BEAM 2B cAS LINE THRU BIACK r3� GARAGE DOOR JAMBS PH: 813-886-2628 FAX: 813S86-2802 D1 TYP. INT. WALL (NON— BRG. ) SCALE: 3/4'•I'-0' '�''V'""•'' p1 SCALE: I I/2'•1'-0' D1 SCALE, 3/4'•1'-0' FIBERGLASS SHINGLES a FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. FIBERGLASS SHINGLES AS PER FBCR 908.1.1. • EA. END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNI. AS PER FBCR 908.1.E PER STRUCTURAL DETAILS FASTENER SCHEDULE FIBERfaLA88 SHINGLES THICKNESS PER WITH UNDEFLAYMENT ROOF SHEATHING£ FASTENER SCHEDULE E SECURED PER AS PER FBCR 908.1.1. THICKNESS AS PER ROOF SHEATHING SHEET ON]. THICKNESS AS PER SECURED PER PER STRUCTURAL TU ALL UPRIGHTS M A y w • w a SHEET SNI. SECURED 5/S' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE MINN PER FASTENER OR I/2' HIGH SCHEDULE a PRE-ENG WD. TRUSS A• 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MAX X. BOARD REFERENCE ELEVATIONS o ELEVATIONS STRUCTURAL VENTED SOFFIT J,PER ELEVATION VENTED SOFFIT Ir CONT. 2x RAT RUN SECURED PER PRE-ENG TRESS SEE INSULATION GODS FORMS FOR _ TRUSS WALLS AS PER STRUCTURAL DETAILS NSULATION R-VALUES THICKNESS AS PER WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R V�UESS SHEET SNI. SECURE PER THICKNESS AS PER PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE `V` oN. ELEVATIONS ELEVATIONS ON SHEET SNI. O VENTED SOFFIT ( R-4.1 INSULATION VENTED SOFFIT PRE_WE PE GABLE 5/8' GYPSUM BOARD OR IA' SCR£ DE HIGH STRENGTH CLG. BOARD 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 ag R-4.1 INSULATION STRUCTURAL DETAILS • REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS ERENCE Ix2 P.T. FURRING ff STRUCTURAL STRIPS • 24. O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING e' CMu CEMENT PLASTER APPLIED STRIPS 1/2' I/2' THICK, 2 GOAT PORTLAND DIRECTLY TO MASONRYPORTLAND THICK 2 COAT �Yp•WL•• p� , CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. WOOD BABE CMU DIRECTLY TO MASONRY WOOD BASE PEAS R ACPFD DIRECTLY TO MASONRY 0 -0' FIN. FLR _ ° _ �, 0'-C • FIN FLR V-0' FIN. FLRJL ° _ 0'-C' FIN. FLR a • S' CMU ° e. tl. ROOF SHEATHING THICKNESS IS tl. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN SCEFEC1 16 IN ACCORDANCE WITH FBCR 2020 a ACCORDANCE WINEERED TH TH 20 4' ITH EDITION, SECTION R301.19 ITH EDITION, SECTION RR AND 1609.5.1. AND 1609.5.1. i W/ WINDOW OPENING TYP.n SECTION W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: NO OPENING NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE StmDm de LOT: SILVERADO LOT #5 BLK #16 PROJECT* 03719,001-05161 1#ODEta 2795-CAMDEN" GARAGE 81YIWG: LEFT PAGE: DETAILS 150 MPH E . H ( �l—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE : SCALE3/4'.I'-V UNDERLAYMENT IN ACCORDANCE ' WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCIR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES OF F I, (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 = t�. .A�o 9�0 TYPE 11 OR ASTM 04869 TYPE III TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. Ay J 4y: A 72 ; A AR NO u37 DwA E: 06/10/21 SCALE: 1/4"=1'—O" SHEET D1 Tow, 2X6 P.T. • CENTER OF DOOR HEADER SECURED 1111 (U V2' X S' J-COLT W/ 4' MN EMBEDMENT W/ 2' X 2' X IW WASHER 4 NUT OR W/ (2) V2' X S' ANCHOR BOLTS UV 2' X 2' X V8' WASHER NUT O" SECURE 2.4 TO MILK W/ 16 R I/4' TAPCON6 1 IA' EMBED, 8' Or- 4- END DIST, 1 V2' EDGE DIST. 0 Glop& 7X6 GARAGE DOOR MUCK SECRED U WV2 / (5) ' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' o X 2' X IS* WASHER 4 NUT. (1) WITHIN 8' OF TOP, (V UT14N 8' OF THE STn, O (3)EVENLY SPACED. O" NOTES, ALL ANCHORS SMALL DE IN ACCORDANCE TO MANUFACTURERS INSTALLATION IN6TRICTICN6 WHERE fi=W INBTWIIGTle*A AMP M� flTRIN[FNT GARAGE DOOR 1 BUCK ATTACHMENT ICILb N'•1'NY 2X4, SO SECURE TO BLOCK W/ 3/16' TAPCONS, (MIN. SHANK SIZE .145 MR HEAD SIZE 340 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 16. O.C. MAX SPACING. 2X4, Will SECURE TO BLOCK W/3/16' TAPCONS (MIN. 814ANK SIZE J45 MN. HEAD SIZE 3430 MR EMBEDMENT 1 1/49 WIT14N 8' OF EACH END 4 a, oz. MAX SPACING. 2X4, SECURE TO BLOCK IW 1/4' TAPCON6 (MR SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 2X6, ® 2X6, ® 2X6, = SECURE TO CLOCK SECURE TO BLOCK 6ECURE TO CLOCK WK2) 3/16' TAPCONS WK2) 3/16' TAPCONS WK2) 1/4' TAPCONS (MIN. (MIN. SHAW SIZE J45 (MIN. SWANK SIZE J45 814AW SIZE J45 MR MR WEAR SIZE 300 MIN. HEAD SIZE .300 HEAD SIZE 300 MIN. S' cm MIN. EMBEDMENT 1 1/4') MIN. EM15ECVMT I V4') EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 6' CMLL UT14N S' OF EACH END S' CM'RU WITHIN 8' OF EACH END S, CMU IR' DRYWALL 4 IB' OC MAX SPACING: 4 18' O.C. MAX 8PACING. 4 18' O.C. MAX 6PACMG. Ix4 P.T. OR 6/4'X4' MM. IR' DRYWALL I/!' DRYWALL I/2• DRYWALL SECURE THRJ FRAME 4 I'X4' 2XF 1=1 2XIN ® 2XI% EXTEND I-V4' NTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' BLAB 3A6' WK2) 3/16' TAPCQIB P.T. NAILER WK2) 346' TAPCONS P.T. NAILER W/0) V4' TAPC0NS P.T. NAILER POOR CASING (MN SHANK SIZE .145 T/16. OBJ6. X 4' MK MIN. SHANK SIZE J45 DOOR CAS�y (MIN. SWANK SIZE .F{S (MIN. SHANK SIZE 141 MR HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' Obd X 4' MN MIK HEAD SIZE 300 MIN. EMBEDMENT I V49 DOOR CASING MR EMBEDMENT 1 1/4') MN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1-114' WITHIN 8' OF EACH END WITHIN S' OF EACH END WITHIN6' OF EACH END DOOR CA6MG WITHIN 8' OF EACH END DOOR JAMS OR WINDOW 4 ID' OJ:. MAX 4 W O.O. MAX 4 16' O.C. MAX 4 I6. O.G. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. SPACING. MANUFACTURES DETAILS, ATTACH TO 2X PER ATDTOAGFJI SIC )IORPELL WIDOW DOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER HANIFACTURE6 DETAILS. NOTE. SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +3/4" OR +5/4" 0029 RIN2 TO BLOCK +3/4" OR +5/4" 2X4, 110 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHAW SIZE .HS MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN S' OF EACH END 4 16' OIC. MAX SPACING. 2X6, BED TO BLOCK UV(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MM. HEAD SIZE 3" MIN. EMBEDMENT 1 1/49 6, cm WITHIN S' OP EACH END 4 IB' O.O. MAX SPACING. 14' DRYWALL 2X6, ® 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. 614AW SIZE .148 MIN. MEAD SIZE 300 MR EMBEDMENT 1 V49 UT14N S' OF EACH END 4 10' = MAX SPACE' DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 8WM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VA.) DOOR JAMB TO BLOCK +1 1/2" kflffl TO BLOCK +1 1/2" NOTE, SHIM A6 NEEDED TO PLUMB JAM15 (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/18" t-,'NIILNDOW TO BLOCK +1 15/ 8" 2X4, BE SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN. SWANK SIZE .H5 MIN. HEAD SIZE 300 MIN. EPIDEOP84T I V49 WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST 15E 2X6, CM ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WKa) 3/16' TAPGONS 3/16' TAPCON MIN. I-V4' (MR SHAW SIZE J48 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 ID'Or- MAX SPACING. I/U' DRYWALL aXC SECURE T BLOCK I'X4' ' WK2) 3/K' TAPCONS P.T. NAILER (MIN. 6HANK SIZJE J48 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 IS' Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMD JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" y11►DFTDOI► TO HLOCK +2 1 /4" NOTE, SWIM AB NEEDED TO PLUM JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" r1a1� w Tn Rrnre ia^ 2X4, m SECURE TO BLOCK W/ 3/16' TAPCONS MIN. SWANK SIZE 345 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' O.O. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO CLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-114' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/49 S. CM'AJ WITHIN 8' OF EACH END 4 B' Or- MAX SPACMIR. V2' DRYWALL 2X8, ® ❑ MX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING MN. SHANK SIZE J48 MIN. HEAD SIZE 300 MR EMBEDMENT V4') WIS' OF EACH END 4 B' O.C. MAX SPACING. NOTE, 614M AS NEEDED TO PL.U'75 JAMB (DO NOT EXCEED 1/4.) 2ND 2X SECURE STRUCTURAL MEMBER UV(2112d WITHIN 6' OF EACH END 1 6' TO 8' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" T�J_.'L_ NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" r\WIMOR TO BLOCK +3 7/18" 'lIR 2X4, US SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 2X6. m SECURE TO BLOCK W/(2) 1/4' TAPCONS MIN SHANK SIZE 345 MR HEAD SIZE .300 MN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 *'Or-. MAX SPACING. 2X8, m SECURE TO CLOCK UV(2) 1/4' TAPCON6 (MIN. SHANK SIZE J0 MIN. HEAD SIZE 300 MM. EMBEDMENT 1 1/49 WITHIN S' OP EACH END 4 18' O.C. MAX SPACING,. NOTE, STRUCTURAL 2X MU8T DE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPC40N MR I-V4' EMBEDMENT INTO BLOCK L�1 S' CMU 1/2' DRYWALL Q . ;—T P.T. NAILER P P.T. X 4' MIN. DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" R A TO BLOCK +3 3/4' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.6b lgngup.com AA .00033o2 6 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86.2628 10 164 FAX: 8138862802 OU13DM 89 LOT: SILVERADO LOT #5 BLK #16 PROJECT4�r )4ODEI4 2795-CAMDEN" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH E B DAR'NT 06/10/21 SCALJB: 1/4"=1'-O" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL8 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 30446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 20477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19902.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE '2T'VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA0:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134M&2802 SVHDIV. Ae LAT SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05161 340DElU 2795-CAMDEN" GARAGE STITWO: LEFT PAGE: PRODUCT APPROVAL LISTIN 150 MPH E . H DATE 06/10/21 SCALE: 1/4"=1'-O" SHEET D3 PREFORMED CONTROL JONT PLAWME OF CONTROL JOINTS Td BE UREO TIED TO LATH . V O.C. MAX (VERTJ NQfft DO NOT FASTEN CONTROL JOINT TO UW.L EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 96' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURW. INSTALLATION —� FASTENERS TO BE SPACED—] • T' O.C. MAX VERTICALLY / I / LATH SMALL NOT BE CONTSUWS THROUGH CONTROL JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. GAP MN I� / 1 v To s• I\1/I I. — J' T141 R5 COAT CEMENT PLASWRB LAYER 2, FORTIFIBER / BUILDING PAPER APPROVED METAL LATH FASTENED 01'(VERTJ O.C. MAX AT SUPPORTS UiB LAYER M• STUCCO WRAP WOOD SHEATHING PER ASTM CI063 PROVIDE 2X4 BLOCKING PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT amm \ CONTROL JOINT FALLS ON I. FASTENERS NERS FOR LATH TO BE NAILS O\Ri / 6TRJCTURAL STUD STAPLES IN COMPLIANCE W A6TM 0 063 2. WIRE TIES TO Be (NO. 18) 00415' URE / 3. BLOCCINd GROW MAY BE IN ADDITION/ \ TO WALL STUDS P E42UMD PER PLAN O"M•• TYPE CONTROL JOINT OL POLO aYIMO • PT. A ®POLO APPROVED BUILDING UII!•AP SMALL BE LAPPED A MINIMUM OF 6• • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED / LATH VERTICAL LAP TO BE I' UTH FORTBER SMAT14NM TAPE / I• MN LAP • MlTAL LAIN LT \ . FETAL LAIN URB LAYER M, STUCCO WRAP r' MN R ONLY / WPM LAYER 4, FORTFISER BUILDING PAPER / r nm LA N LAP, ,• oeiR ALL LAP 2 SCALE, I w•.1'-a VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO PRATING MEMBERS. THEY SHALL BE TIED WITH 00418-IN. (111-MM) URE AT INTERVALS NOT MORE THAN S' (229-MM). AS PER ASTM COGS. QK I C KO UT FOR REPAIR OF TEARS IN WRB LAYERS TEARS DETAIL MAY BE PATCHED W)MOUSE WRAP TAPE PER MANUIP. SPEC, OR PEEL 4 STICK WOOD STUC SHEATHING. STUCCO *INSTALL FASTENERS (CLIPS: STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ URE TO PRA1NG WRS LAYER •L STUCCO )RAP UM LATER 4, FORTFIBER BUILDING PAPER FETAL LATH 6'ri' SELF -ADHERING tEFErRAI! FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE 4'a4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE k T141M 3 COAT CEMENT PLASTER W CONT. BEAD OF SEALANT INSTALL APPROVED MOUSEWRAP AIR FETAL LATH INFILTRATION BARRIER OVER UM LAYER R. FORTFIBER �. SWEAT14NO BUILDING PAPER ELASTOMERIC COATING OVER STUCCO) LAAY R4P C.V. FINISH (SEE TYP WALL SECTION) TRAP SHEATHING SECTION E I I�� Exlenor use of cement Floater .com ell ply rth lh— pplioetion requiremema .f o/ ASTM C 826.18b. Ir Kation of eabrio, lathkV and freMrp atoll mmply viN ASTM C 1063-18a, or ASTM 1787. 4'x4' 6ELF-ADHERING MEMBRANE FLASHING (CCMIPATIBLE W HOUSE URAP MATERIAL)OVER APPROVED HOUSE WRAP. P OR LESS PIPE PENETRATION CUT N.T.S. rfl 6'x6' SELF -ADHERING MEMBRANE I FLASHING f='PATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLAW NGROVER APPROVED MOUSE I AP. CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING, WOOD SHEATHING OL ,OLD s.wo • ® L )'OLD sswo • R. A t� OR CMU R.A 1 OWAN • Pr. 6 1 ata4ss . PT.6 WRB LAYER 01, s.aseet•Mr. c STUCCO WRAP (FRAME ONLY) I CISAM • M. C 4 FOLD PT. c D Pr. • TWL PT. c Taumm ® 60170KPLANM THICK 3 COAT CEMENT w PLASTER(FRAME), 2 COAT LEGEND CEMENT PLASTER TER (CMU) 4i METAL LATH (FRAME ONLY) ® ®POLO ® LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB ROOFAWALL SCREED ° VATMTlaw LAYER 1*1, 5TUCCO WRAP) 3ftA PMP 212 k THICK 3 COAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER *2 IFORTIFIBER — — — — — — PLASTER (RwR)w'fCO.AT GALV. METAL FLASHING "�PLAwnm(cm) MAIL TO ROOF DECK, NOT BUILDING PAPER) WRB LAYER 2, FORTFBER ;n WALL SHEATHIWs) BUILDING PAPER (mwu ONLY) UM LAYER-1 CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X i °NCO *°1z O LY' INSTALL WITH ROOF CEMENT LAP LMLI QILANIP,AWRWNRAP ovsR NAWM stop �OILY) STUCCO t amt4mXmeoopt e cm °v �i ROOF CEMENT WOOD OR 1/161I ZIP WALL ••' DOWALL RASNM ; I ROOF PER ELEVATIONS SHEATHING R SELF-ADHESIVE FLASHING NOTE, METAL LATH: LATH TO BE PER SECTION R2 www� V 'R R'103.7.1 / A5TM C-54-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL W1100 F.�P "" LATH DOES NOT MEET SPECIFICATIONS) �Y O"L" FLASHING 5 N.T.S. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesl"oup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813-8862602 SLTBDIV. ae IAOT: SILVERADO LOT #5 BLK #16 PROJMCT* 03719,001-05161 )#ODML: 2795-CAMDEN" GARAGE 811111IIDTG: LEFT P'►G WALL ASSEMBLY DETAI 150 E I INSTALL 6' SELF-ADH-ERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEOIIENCE 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 1 : TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. �I X. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS I- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y,' CAULKING • JOINT ALL AROUND PER SECTION R703.7 Elderlor lathlne and plaeterinD BACKER ROD I Exterior use of Portland cement plaster shall comply with the application - requirements of ASTM C 928-18b. X Installation of exterior lathing and framing IXI shall comply with ASTM C 1083-19a, )f 11_:7c' or ASTM 1787. WRD LAYER M, 1I. 'I" STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT I, PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME. WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION _ —METAL LATH a' CMU VINYL CASING BEAD 6' RAISED BAND N"•ca �sl :-WALL 6' WIDE STRAP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKITO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIRIBER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116" ZIP LUALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING LINIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (,BLOCK) BUILDING PAPER OVER 'C.UICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANIA. SPECS) BUILDING PAPER UNDER 'C.UICK FLASH' A"WENT PENETRATION 11 SCALE: N.T.S. ELEC. METEF VERIFY LO NICCfi I LJ ICCL-CI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I �ELEG. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER n, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT alb' TO V MID -WALL WEEP SCREED WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING a cl lu � WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ,-WOOD SHEATHING ,—WRB LAYER "I, STUCCO WRAP �'WRB LAYER 4, FORTIFIBER BUILDING PAPER �—METAL LATH �T/SXTURED W 8' TE• WOOD FASTEN TO WOOD STRUCTURAL MEMBER - 1' O.C. MAX `'wP TO arsssn Lj —6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN BEFORE PL MASONRY RE APYING �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 S• UIRB LAYER "I, STUCCO UIRAP WRB LAYER 41, STUCCO WRAP 9 APPLY 60 MIN SENE GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP #5 STEP #ro @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407.774-6078 FAX 407-7744078 www,abdosigngmup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 8134188-2828 FAX: 813886.2802 O�M sysa:v. al: I.oT: SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05161 140DEU 2795-CAMDEN" GARAGE I!Il G: LEFT Pam` WALL ASSEMBLY DETAI 150 PH E BIf DATE 06/10/21 eCALE: 1/4"=1'-O" siIEET Wdd A2 WOOD SHEATWN WOOD — CONSTRUCTION 'HAT GRANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER EXT. WOOD FRMED WALL •WRB LAYER 9, SID-FLOOR DECKING STUCCO WRAP WRB LAYER IQ, FORTIFIBER PRE-ENG'O TRUSS - BUILDING PARR J' THICK3 COAT CEMENT �A�RDA�tllIER 1IS PLASTER WEATHER RESISTIVE �+ _ 6' SAF. • TOP OF WEEP SCREED B.AI4lQIER 4 TO SHEATHING BEHIND WEEP SCREED ii, THICK3 COAT CEI'ENT-� RIES _.— m-AS4' POSITIVE DRAM PETAL LATH nvFP Ar_4PCen -- — -- WOOD SHEATHING Y4' GAP FOR BACKER — EXTERIOR GRADE ROD 4 SEALANT 6' 9ELF-ADHEREMG DRY WALL �, FLASHING WRAPPED VINYL CASING BEAD — • TOP OF WEEP SCREED `may 4'POSITIVE DRAM i' THICK 3 COAT CEMENT btu TO SHEATHING BELOW PLASTER WEEP YJOEED v_ MYL —CEP MEAD \ WATER PROOF( WRB LAYER 9, NO GAP M FIELD VINYL CASING BEAD LAYER !2 LAYER PEEL STUCCO WRAP (SHOWN FOR CLARIFICATION OF 4 STICK) SEPARATE ACCESSOME8 ONLY) ' WRB LAYER -2, FORTIFIBER I BUILDING PAPER 4" —4--6' SELF-ADHEREING WRB LAYER 9, ��.. - /' FLASHING WRAPPED STUCCO WRAP•CORNER OF CANTILEVER AMICO AM66-URIC T8® 1 ° 4' POSITIVE DRAIN CUSTOM CASING BEAD WEEP 9GREED NO GAP M FIELD � (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 DTL. ® CANT. 'ivn SCALE:II!!'•I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PIASTER VINYL CORNER BEAD VINYL CASING BEAD 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W(TEXTURED 4 PAINTED FINISH j THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -! }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRIICITON -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 42 ' i' THICK 3 COAT CEMENT PLASTER METAL LATH ' WOOD SHEATHING 14EADER/BEAM VINYL CORP. 4' S POSITIVE DRAM n 4:eP wmm NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. K) METAL DRIP EDGE PEEL 4 STIC SET M FULL BED OF 6' PEEL 4 SEALANT. )j' MIN. STICK • DRIP SPACE FROM DRIP EOGE TO FACE TO TREX DECK X4' GAP FOR BACKER I K'XI i'♦' P.7. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CABINS BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO -,ate BARRIER R CANTILEVER i' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE E'er®® 3' X 3' 26 GA GALV. METAL DRIP EDGE gmg� SET IN FULL BED OF 2L-U1"N SHEATHING FATHER RESISTIVE ARRIER 9 FATHER RESISTIVE ARRIER *2 SAP. \ -EEL 4 STICCK I Yg'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 CsA. GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JS MIN. SPACE FROM DRIP FACE TO TREX PEEL 4 CONTINUOUS Y4 GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED °.ND 3/4 RESILIENT HAT CHANNEL WITEXTURED 4 PAINTED FINISH j' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN BREATHING L E G E N D b' SAF. '116•x3• 'L• FLA8RING DRAINAGE PLANE (WRB 'FULLY EMBEDDED IN ROOF CENT LAYER *1, STUCCO WRAP) IN X 3' 26 GA GALv. METAL DRIP EDGE WRB LAYER *2 (FORTIFIBER - - - - - - - - GET IN FULL BED OF SEALANT,)$'MIN. BUILDING PAPER) SPACE PROM DRIP 'FACE TO TREX VINYL eABING•m METAL LATH x—x—x—x WATER PROOFING lot LAYER LAYER PEEL , WRAPPED STUCCO STICK) FROM BALCONY DECK TO CANTILEVER WOOD OR -1/Uo" ZIP WALL i' THICK 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN IICFP MOCPn VINYL COIINER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NT9 WOOD SHEATHING - . cm on-R, WOOD (TREX) FILLER SPACE PROM DRIP WRB LAYER 9, CONTINUOUS RACE 70 TREX STUCCO WRAP �_,Ic,1,N^1&,4,4LA_Y,ER fin' rwsly �m 2x FRAMING MEMBER Je GAP FOR MACKE ROD 4 SEALANT WATER PROOFING Mt i' THICK 3 COAT CEMENT (2 LAYER LAYER (2 LAYER FEEL 4 PLASTER WRB LAYER -2, FORTIFIBER PEEL 4 STICK) 3/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO 2 I/2, r!�,Iep Been BUILDING PAPER—\ HAT CHANNEL CANTILEVER FASTENED TO SHEATHING 11111111412=i' THICK 3 COAT CEMENT • '1. O,G. MAX. PLASTER METAL LATH METAL LATH — S/V TYPE 'x' DRYWALL WOOD SHEATHING WEATHER S' H WRB LAYER 9, THICK, 3 COAT CEMENT 4 PAINTED �818TIVE BARRIER STUCCO WRAP PLASTER FIND WEATHER RESISTIVE �i WOOD SHEATHING J' ICI 3 COAT CEMENT BARRIER a 4' POSITIVE DRAM VSELF-ADHERING VINYL CORNNER BEAD IICCp p!`siCCl-f METAL LATH FLASHING VINYL CASING BEAD NO GAP M FIELD WRIB LAYER 7, FORTIFI15ER (SHOWN FOR CLARIFICATION OF BUILDING PAPER SEPARATE ACCESSORIES ONLY( BALCONY DRIP 11 EDGE INSTALLATION 14A CORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE k 2 1/2' k COMER BEAD (FASTENER 4 SPACING is l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK WOOD SHEATHING I WRB LAYER 01, 1 STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ! METAL LATH (EXPLODED il' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRV LAYER 9, STUCCQ, RWRAP WRB LAYER 4, FORTIFIMER BUILDING PAPER METAL LATH THICK 3 GOAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 3004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813886-2802 OLTBDIV. & LOT SILVERADO LOT #5 BLK #16 To ROJECT# - 6 340DEIe 2795-CAMDEN" GARAGE OWING: LEFT PAGEWALL ASSEMBLY DETAIL 150 1RH E . B L 0611015" 1/4"=1'—O"A3 WOOD SHEATHIW3 —� WRB LAYER M, STUCCO WRAP WRB LAYER'2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING — FLASHING / VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER lit METAL LATH ,(EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 7, — STUCCO WRAP VINYL ANGLED WRB LAYER -2, FC BUILDING PAPER METAL LATH J' THICK 3 COAT PLASTER ­­\ &'SELF-ADHER FLASHING DRIP CAP — WINDOW FLANGE CASING BEAD ® WINDOW 15 C C FRAME, W/BAND) Y.' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING WRB LAYER 01, STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP CASING BEAD V SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHING - WEATHER BARRIER �eISTIVE WEAR �elSTlve X i Y4 LAI' DING —Al ' REVEAL FLASHING HERING f � \ I O / \ \ STARTER STRIP \ \ I I \ \ S• SELF-ADHERNG FLASHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE I. FL�� HERNG GALVV FETAL Z' FLASHING OR ZMIE IEY.X TRIM RG STUCCO CASIN' / Ir \ eEdG / I Y�SOD6„'"'t1LFEil ER SEAL GAP W)CAULKNG OR APPROVED SEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION RVd3.1.1 / ASTM C-541-14a, MIN. 2.5, LBS, METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER "I, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER - WOOD C"TRUCTION FLASSHING. e�"G BUILDING PAPER I WRB LAYER 01, WOM SHEATHING / WEAT THICK 3 GOAT CEMENT ; STUCCO WRAP SISTI BARRER RESISTIVL // I WEATHER RESISTIVE �'� 4 // \ DARRIER 4 TO LAP PLASTER WEATHERRIR�ESISTIVE \ ABOVETOP' ��/ GFMI P BARRIEWRB LAYER e2, FORTIF15ER , 6REAAL'1°SIDING . � ANGLED BUILDING PAPER 1 � LLEATHER RESISTIVE BARRIER VINYL r'SELF-ADHERING WEATHER FLASHING Y \\ CASING BEAD, METAL LATH / BARRIER �SISTIVE VINYL CASING BEAD STARTER STRIP \\, � THICK, 3 COAT CEMENT 7' FLASHING (EXPLODED i on VIEW FOR PLASTER aft / CLARITY) GALVD METAL ��' WEATHER RESISTIVE P FLASHING BARRIER M TO LAP 'I I x TRI MMEAMTE�D - Q Z�l. ABOVE P RGTOP ` ` E•Z BEm VINYL r •'NG Y' X r' 6"A.ATED (WAS'FLEXIDLE PVC / WaOD TR" MEMBER BACKER ROD) \ / ' SELP-ADHERING CASING BEAD C9) RAISED rtFr=m"E�N6 \ I I PLASHING 'ASTe"R \�\ `?:! SEA.ANT BAND (FRAME) T OONAAALTM"WVBD \ : IR4FeleTIVE 1 L 1 e�ER 14�eIeTIVE ISA MEER SCALE: I I/2'= I'-0' WEATHERESISTIVE R E-z eEm VINYL caeWaG BARRIER q PROW) P'vC BACI BACKER ROD) SIDING TO STUCCO WEA ;Re6l6TIVE ® FRAME TO FRAME °A"1°IeR 7 �� TRANSITION 1 c7 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 — — — — SEALANT WINDOW FRAME 2X FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER METAL LATH ..... __..„__ WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ------------------------------------i --------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT , / . TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP , EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BL SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 SUSDIV. ac LOT SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05 I#ODEL• 2795—CAMDEN" GARAGE OWING: LEFT P" WALL ASSEMBLY DETAI . 150 H E Dr"PwRINT 06/10/21 CASING s 1'4"=r-°" WA4 IE4fi4TIN0 CARE SHOULD EE TMEN IN IG:EPING TIE VENTPROPERLY 0', C MID 1fY ALONED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PUKE SHIONl1 IN C GALVANIZED USING 1-11/' MVLS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF SHEATHING. SIZETHEOPENIN3INAGCORd1NCENITHTM RECOMMENDED IN SEVERE WEATHER COASTM CONSTRUCTION ZONES. CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING INACCORDANCE MATH VEIN FAN MfWUFACNRBS PIPING CON E—ON INSTRUCTONS. DO NOT CUT INTO TRUSSES OR RAFTERS MMEN CUTTING THE OPEMN3IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP MID SIDE FIANCES OF THE VENT IAAND UNDER SNN OTTOM VEMFLANGES TO LAY ON TOPOOFF THE MNGLL TFE LES. HNG S Fe-f----n� ROOF HOOD VENT DETAIL BCAL& NTB CUT MOUSEUSEAP AT 4S• MOLE MODIFIED •I. Orr - ON MOUOlYIRAP LINE OF uECOu OPENNGI AFF"DVED WOUSNlRAP OVER S/EATHMS OVER LLD STUD Y,ALL STEP 1 INSTALL A,— SELF -ADHERING FLASHSG ovm NAILMG PLANGE JAMBS MM I BELO FLASHING / O11) SILL RLE)3BLE FLASMM 00 NOT SEAL BOTTOM -� FIN STEP 6 TEMPO FOLD-1 HOW TUCK! At HEA FOLD IN AT SLOF INSTALL S• SELF•ADFERFG PLASMNG OVER VINYL HEAD PLASI (WTM END DAMIII)NAILNG FLANGE INSTALL VINYL CAP PIPEANDOVERFLANGE ALIGN PLABMM6 IW NY. EDGE OF SILL MO. MEOMANIOALLY FASTEN FANNED Boom (CAP NAILS. STAPLES) INSTALL DIFONT PLBXMS,TP AS TH PLASMI G AT THE FOLD Mousm AP DOW I TAPE DIAGONAL CUT A ACROSS MEAD OF WIND= SATUFATED FELT PLUMBING VENT DETAILS SCAL , NTS IPPLY %, ANTBLOU 7F SEALAN AMBS A[ IPPLY TO SOOIU NA LAN" IN HOLES OR INSTALL S• IIIIDE ADMOGIVE - DACP= FLEXIBLE BASINS MATERAL OVER C" CAP JOINT lPR7RCi0-uRAP BT-20XL a EOUIV) STEP 7 STEP 8 l"`� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS VALLEY CENTERLINE S VAOE VAL FLASHING iO FASTNERS WITHIN SfM OR HEAVIER FELT VOFCENTERLINE IN UNDERLAYMENT II ENDOFF MNGLE TEND END SHINGLE ASPHALT ATLEAST 12-BEYOND VALLEY CENTERLINE ROOFING / CEMENT H'CLIPPEDOFF CORNER AT 0 DEOREE: FROM VALLEY CENTERUIE L IT E TIME CONTACTORS IQBPCNBIdLTY TO VERIFY THE C°"PATl ITY OF All PRODUCTS NCLIOMROOF VALLEY DETAIL IOUEIPAP, m_A I OW -ADHERNSCALE, INTO FLABMMG MATERIALS USED DU M CONSTRICTION, 2. INSTALL ALL MATERIALS PER MANUFACTURERS UIETTEN SPECIFICATIONS WMMbk SEALANTS MAY REACT ADVERSELY IF HOT 1p"ATIBLE. r.LEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SMOGN SMALL BE IMPLEMENTED AT ALL WMDOUIS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING REAL INTERIOR PERI METER OF WMDOIU WITH SEALANT APPLY OSI M2U (01 EQUAL) SEALANT A FEUD APPLIED MA814M (LANDO ENTTE-SEAL RC-N OR EOUALA SLOPE SILL TO EX L IT IS THE CONTACTORS REBPONSIDILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT• MCLUDNG SEALANTS 46ELF-AD4$RMG FLASMM MATERALS USED OURSG CONSTRCTION. 2. R-ASHN6 AT EXTERIOR 41ININ IS AND DOOR OPENIMS SMALL DE NSTALLED IN ACCORDANCE WITH MANFACTUIER'S INSTALLATION 11,8711100TIONI AND APPROVED MERIOD 1.1 OF PI Rl4%A U N ACCORDANCE WTH IEF$STRATION MANFACTUERY INSTALLATION AND ILASHMG INSTRCTION& WAXININ L SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813588-2628 FAX 813$88-2802 DUBDIV. & LOT: SILVERADO LOT ##5 BLK ##16 PROJECT# 03719.001-05161 I#ODEL• 2795-CAMDEN" GARAGE OWING: LEFT P"'WALL ASSEMBLY DETAI 150 APH E . B A, # DATTE; 06/10/21 SCALE: 1/4"=1'-0" s WA5 I \ - -- '--`-•'---;- 2x6 SUB -BANS j' -- x4' NOTCH a r' A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 'I DRIP EDGE 1,\\ A I '1/8' TEXTURED I \ FINISH ®WOOD I \\ 2x6 sue BAND +; 1/2' TEXTURED \ FINISH ® CMU / \ METAL FASCIA \\ WRAP Ye' FROM \ STUCCO, I' FROM \\ -------- -'I..` / WOOD WALL \ \ \ `_EXTERIOR WALL \\ (FRAME OR CMU) \ _ G \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®FLAN ,A ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) `\DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) T/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER -2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH ® CMU 1,,! 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C) WALL 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. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT +a 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 WN4'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S88.2628 FAX: 813588-2.2 9V39DIV. ac LOT: SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05161 34ODEL' 2795—CAMDEN" GARAGE BTi1ING: LEFT PAGEWALL ASSEMBLY DETAIL 150 AE . B DATE 06/10/21 3CAL.E: 1/4"=1'—O" SHEET dd AV 4" CONC.� x �r� L "4 N o ----TE1-----� FM-16X18 -2" T-2" 10'A" 8'-4" a F2-30X301 m 1.1 I 4" CONC. SLAB wa w 4' PVC m a I m CHASE F1-30X30 y 1" PVC CHASE FOR ELEC. C EXTEND FM-16X18 ISLAND Y SLAB 1 1/2" 1 0'-0" TOP OF ? SLAB ----71/2$ —� -- fM-16X18 1.1 29'-4" TE-2 N� EXTEND i 0 •��► o';lo ► oIIIL p ©IN - �Lo Ulm 4 n FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.171NDICATES #5 BAR, EIINDICATES #6 BAR,ENDICATES 07 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS, 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, 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 "M" OR"3" 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 6xfi W1.—I.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 18" - (2)#5's FMC-16x18 16' CONTINUOUS 16, - O s #5 IN CURB VARIES F1-24X24 24" 24" 12, () 's O 's - 8" BELOW GIRD TE-1 8" SEE PLAN 8" --Tfm,. (-)0'A" TE-2 8" SEE PLAN 6' - (1)#5's _ (-g-o" CW-C-12X-12 12, CONTINUOUS 17, - (2)#5's #5 IN CURB VARIES FI-30X30 3U' 30" 1T (3)#5's (3)#5's (-)8"BELOW GRID F2-30X30 30' 30" 12 (3) #5's 13) #5's -)12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 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: 81."86-2628 FAX: 813.886-2802 SVSDM & L.OT SILVERADO LOT #5 BLK #16 PROJECT* 03719.001-05161 3#ODELa 2795-CAMDEN" GARAGE EWING: LEFT PAGE: FOUNDATION PLAN 15 H DATTE: 08/10/21 SCALM: 1/4"=1'— O" SHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING Z ° Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND r[r� ° �. 0 a SPACING REQUIREMENTS T SPACING REQUIREMENTS ILL Q . Q U) Z 8" CMU WALL O 8" CMU WALL > . CORNER BARS, SAME SIZE AS LARGER BAR uo *- 0-0 IN FOUNDATION WITH 30" LEG EACH �_ WAY AT ALL CHANGES IN DIRECTIONS >"1 TOP OF SLAB TOP OF SLAB ,JI SO THAT THE STEEL REINF. IS CONTINUOUSMATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. CHAMFER (1STORY) - EXT. PORCH SLAB � � � .! SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHEDULE W/12' ISOLATION JOINT (WHERE VAND CHAMFER (2STORY) N3 1B" q4 24" W/ i/2"ISOLATION 4" CHAMFER (1-STORY) 8' CHAMFER (2-STORY) aAPPLICABLE) z SCHEDULE H6 30' JOINT(WHERE •T� EE SCHEDULE WXD, BAR SIZE APPLICABLE) Z a FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AR QUANTITY N 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 SCALE:3/4"=1'-0" n 2 GARAGE scALE:3/4'=1'-a' CORNER BARS DETAIL g SCALE: GARAGE DOOR LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON QQQIII/// W RECESS NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT g M LAP TO OCCUR OVER STUD - OF WALL W/ PLAN rn W B+ W LuU 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING U) N W WALL W/ SYP w 4. I to No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE _ MASONRY O d NEW REINF. BAR SECURED W/ 2- PART 12'k9" WEDGE ANCHOR W/ Z' TO BE PT. PROVIDE DBL TOP WASHER UNITS SET 7' CAPPED a 3 ( EPDXY. MIN. EMBED PLATE EPDXY 5-12'TEMBEDHMIN. ®G6" OC Z,O AT ELEV: GALVANIZED PIPE � Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. 0'-0" W/FLANGE 0 BASE ¢ O FOLLOW ALL MANF. BTM AND TOP PLATE u) K SPECIFICATIONS FOR ANCHORS W/ 10d x 1 112. USE AND COMMON NAILS FILL ALL M PREPARATION OF HOLES, DO NOT USE 10d W HOLE. x 3" SLAB SCHEDULE SECURE FLANGE TO ILLF Q RECESS AROUND GARAGE 1/4X21/C OQO [SEE TALASPCON/(4) TOP OF SLAB ° �° DOOR OPENING q ,1 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) - s EQ. EQ. SEE SCHEDULE LAP TOP PLATE A MIN. OF 48' FOR WXD, BAR SIZE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT AND BAR QUANTITY LAP TO OCCUR OVER STUD OF WALL W/ PLAN ADDING BAR TO 7 INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE r SCALE: 3W4 1'-0' (W/ UPLIFT) 5 6 PLANS FOR SPACING. SINGLE SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL 18' O/C STAGGERED, ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO (A UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON SEE SLAB SCHEDULE NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 7 4, STEEL REINFORCING IN GROUTED Q LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND +- SPACING REQUIREMENTS TOP OF SLAB -\.- 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE m PLANS FOR SPACING. SINGLE - ° BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10I MASONRY NAIL 0 CL PROVIDE DBL TOP PLATE 16" O/C STAGGERED. Q LLI e. • ,a. ° ADDITIONAL METAL m U CONNECTORS NOT _� EQ. EQ. SEE SCHEDULE REQUIRED WHEN NO a 0- FOR WXD, BAR SIZE UPLIFT IS PRESENT. O 8" CMU WALL ED LINTEL CONT. (TYP.) AND BAR QUANTITY +'0-0 8"CMU FILLED CELL (TYP.) INTERIOR CURB FOUNDATION WOOD WALL _ ~~~~ •--- TOP OF SLAB SEE SLAB SCHEDULE ��''"'�� .,Ii7AND 2X WALL FRAMING V SCALE: 3/4"=1'-0" (NO UPLIFT) 1POUR +- 0'-0" TOP OF SLAB a' Z SEE SLAB SCHEDULE n 1/2" DIA SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO ° a'. g = "ISOLATED" COLUMN PAD It GROUTED CELL, 4" FROM ENDS AND °�� • ° �_ ° UNDER WALL AND 16" O.C. VERTICALLY MAX .'CENTERED —i '•-'POURED MONOLITHICALLY WITH „ -- rFOUNDATION AND SLAB SEE SCHEDULE ° """"i��Ti - -EDULE FOR MD, BAR SIZE BAR SIZE AND BAR QUANTITY ✓ BAR QUANTITY 9' VARIES 9' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3' 3' 9 scALE:3/a"=1'-a' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" G S i 1 SCALE: 3W'=V4' 0)M.C. M. L SHOWER RECESS FOOTER 12 SCALE: V=V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 - DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134WS-2628 FAX: 8138862802 mmmmom SVHDIV. Ae LOT SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05161 MODEL• 2795-CAMDEN" GARAGE SWING: LEFT PAGE: DETAILS 150 MRH EXA B 77 8'•8" 12'-0" -0 15'-2" 22'-10" 26'-B" co 15.1„ 4'-, 0" o � c 4 -v N ro 0 (V th W v V lV V O Q � Y 4 O Y i� m Y m '4 w a a v fV v M 0 r5- 9 "v d io U i @ w U� q w N J d q �a in 5-1„ DOWEL PLAN V-0" SCALE: 1/4" = V-0" 18.-4„ 1441 N. RONALD REAGAN BLVD. ORLANDOJI-32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: $134386-2802 I"BUDI)m ac MITIN SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05161 2795—CAMDEN" GARAGE OWING: LEFT PAGE: DOWEL PLAN 15 PH E JB DATE 06/10/21 SCALE: 1/4"=V-0" SKEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL W/ 10' HOOK /E.AR GROUTED BOND BEAM TIE VERTICAL REBARc- VARIES PER ELEV. Z -'� � - �— - � 9 ° TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAMAk VARIES PER ELEV. ° Z —J, e a a O p #5BARS Cl 1 a 8" I10"HOOK to CLEAN OUT REQUIRED QN FOR INSPECTION <Q m •• _ a 0'-0' FIN. FLR. O TIE ERREBAR .1 TO HORIZONTAL D ❑ b REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. X'- Z w #3 16, #4 24„ CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES " #5 3T #T 42' OFFSET METHOD BAi3 _ 48 BAB DIA. CONTINUOUS METHOD #4 24" • 0/ MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 j 30" 1 3 SCALE: � REINFORCING n REINFORCING �; 4z' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813-8W2802 SVHDiv. ae LOT: SILVERADO LOT #5 BLK #16 PROJECTµ 03719,001-05161 34ODEL 2795-CAMDEN" GARAGE STIMCI.: LEFT PAGE: DETAILS 150 JRH EA B I J awTEW. 06/10/21 SCALE: 1/4"=1'—O" SHEET s1.2A FRAMING NOTES ---- *---------- mm-m---- m_­m 1 1 �♦ 1 1 ♦♦ 1 1 1 ♦♦ ♦ 1 1 ♦♦ to ♦♦♦ ♦♦♦ 1� Im --------------mmm------ 8F18.1 T/OM/1B � ,1 19'.4" 1 1 m 1 m 1 c j ql of 1� ♦J. 1 1 1 ♦♦ 1 1 ♦♦ 1 I ♦ I 1 ♦♦ 0 1 1 1 1 1 1 1 1 Io i 1� w 1 1,6 1 1" 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l0 1 1 -le ?1 r �1 ♦♦ ;w 8 4*♦♦♦ 1 i 1 4* 1 � 1 , 1 I 1 1 1 � I � 1 1 � 1 , 1 ; 1E , , 14. I , 1 � 1 1 ♦♦ 1 1 1 ♦ AH7A 1 1 ♦♦ 1 1 1 I ♦♦ 1 i ♦♦ � 1 1 c 1 1 ♦♦♦ 1 I 1 1 1 1 ' I8F36-1T/OM/1B L-------------- L---- --- —J 8F16-1TIOM/18 8RF14- 5'-4" LINO, PROVIDE BBi WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'4", UNO. � I 1 1 1 4# 1 1 1 1 1 I 8FW6 IT/OM/OB 1 1 1 1 9'4" 1 8F16-lT/OM/OB 1 1 TJ-----6---------J LIFT BEAM PLAN SCALE: 1/4" - V-O" 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 ill" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). 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, WTH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 1Z WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 0 (2) 2X12 2Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL IT.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc lP-0 SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x6 (1)#5 N/A GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407.774-6078 FAX: 407-7744078 wwwabdoeigngroup.com L AA #: 0003325 DRAFTING BY: L DESIGN GROUP AFTING INC. 54UMOM CENTER BLVD. SUITE 1004 A, FLORIDA 33634 813888-2628: 813.888-2802 SILVERADO LOT #5 BLK #16 PAGE: LIFT BEAM PLAN AND NOTES Dl' n 06/10/21 SCALE: 1 /4"=1'- O" WHET k. s2 NOTES TO THE INSPECTOR/CONTRACTOR TYRalff 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL I PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e �\,\���� NIGHT O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"xt6' � 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 05 CORNER BAR W/30" LAP FOR EACH pELP\ / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. o„ , 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK 0 E 8x16 DBL. BOND TOP OF to / P 9 BEAM BEAM W/ (11 #5 BAR BOND S EACH COURSE •\Q TOP OF G 8x8 BOND BEAMJN*. • OQ�G�\� W/(1)#5BAR.y: BOND BEAM 30" TYPICALUNFILLED F = FILLED W/ GROUT GROUT SOLID FRTOP .r1\p NOMINAL LINTEL TO TOP OCO OPENING # OF #b'S, IN 2ND BOND WIDTH BEAM, IF FILLED BAR IN BOND BEAM BEAM COURSE#5 SEE NOTE 5 16T/1 8x8 PRE -CAST CNOMINAL� LINGTHOTEL W/ 1ARMASONRY LENGTH BAR FCORNER HEIGHT # OF #5'S, TOP - ORE"'NG-2"BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING THAT XFXX-1T/1M/OS INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=l'-U* OF BOND BEAM ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEERIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LOTOP AND XUXX -1T/1 MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX -1 T/OM,OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 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 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AB SHOWN � „S 2x8 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST .4 1A4'• OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 6' = SLOPE FROM EACH END AND 18" 70' N 1-1/4" 'L� ^ EMBEDMENT O 218 (MIN 2X3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE.3-MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 8" FROM EACH END AND 1/4" SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" M 2-12tl PER BILK EA. END BOND BEAM EACH CELL HOOKED ININ. 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 `� 3 SCALE: 3/4"=V-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II i U — II I�8x8 il CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdesigngroup.com L AA M: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: $134386-2802 SU13DM Be TL-07-11 SILVERADO LOT #5 BLK #16 PROJECT# 6 > ODMX. 2795—CAMDEN" GARAGE SKING: LEFT PAGE: DETAILS 150 AlWH EXP B mmr DATE 06/10/21 SCALE: 1/4"=V-0" SHEET s2.1.A FRAMING NOTES ~ ~ k k k k k n r n r r r n r r r r r r r 'w 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 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER C 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/A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CA e " r--n---7r--tir--n---ro----n---if'-- N -- AAJA_�__I_;II N N N II N II N N N N N N II fl q CJ3T x II u n a n lu x n u a n n x x q a u p a x =I I N N N N II III N II N N N N N N fl N fl N II CJ5T I I 1 I AH7 11 I I I AH11 - 4 mEm s p a aa� a -- a a� a a� a a� a aim a aaa a aaaaa s— a a a a a6iiiiiiiii- a aaaa= aaaaa a s I I 3 I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J \Q AH13 m - aammaa--sa amaim s aaa®aaaaaaasaaamaMEM-0aaasaso—_sammalb:a:a�a a�aaaaa=sa:a�a AH15 :—=azz®=-----z I I AH17 =................ zi -----====.sac----� I AH19 =..._.===®=a�a:====�z I II I I AH23 = =—s—=s®=—.—_ 0 ATTIC I I A ==r=- aaaa -------=------ =ate= :L==- _� =�_� - - - -- 6 I III Al -== ----=----z®—===isms--- I I Al mama: .=. A2 w I A2 L- _ _ _ - _ _ _ _ _ - A3 ate....=zsa= a.===sem==a=>c a ... s:a=�� PREFABRICATED ROOF TRUSSES 6 24" O.C. MAX L _ _ _ _ J A4 :�:�=�=z.a�:z�=�=.... . . .ss�=:==az�=�a=�=�=------.z=� A5�.=s=z�z��=:tea-:�aa�s— -:sass—=—=—_�_===-=a=�=�=� I I I I A5 ===®=—a—=la.�===:_ —=zza::—sa.m====- I I AH23A i......aa=asa:.:=�=====z�= _ =............:____-_� I I SQ AH21A L -------------J >� AH19A .—=—z—: - AH17A 22x5ATTI (2)H10A YP® :EBEAINGWLL) AH15A ACCESS la I AH13A - _—_—_=®==a.-:a=>®.:�:�=�=s- I ===m=� _—_—_—_�_� I J AH11A �.�g.=� �-----J AH9A - :a=�a:oa==aa� �.�=�.n==�.=:.--,>m :=®z:ss�= (2) 2XI2 15M TO COLUMN w/(2) META 16 (4 TOTAL) (2) 2XI2 TO TRU58 w/ VIVA-2 CA CJ3 CJ5 FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: S134MG-2628 FAX: 8134M&2802 aUBDIV. & LOT SILVERADO LOT #5 BLK #16 PROJECT* -5 I#ODEL• 2795-CAMDEN" GARAGE 8M/ING: LEFT PAGE: FRAMING PLAN 150 H E B Dw. 06/10/21 BCALE: 1/4"=1'-O" BIKE= S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 }'NAILS TO TRUSS 8{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER 1Y2, 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 "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' x 4", 6'. 8" 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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 16 1C TYPICAL TRUSS/ GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE \ L PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2116 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/22' GYP. WL. BD. �• f r,--'\FLOOR TRUSS CONNECTION @ L.B.W. `+ scALE:34"=1-a' (NO UPLIFT) PTH 114•0 OLE EDGE >5/e" OLE DIAMETER 2!5•D SGL. STUD OUTERplf//w,djk. SPAN —HOLE EDGE >5/8" BTM.— PLATE STUD NOTCHING %1 AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" HOLE DIAMETER < 3/5•D DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASC SEE ARCHITECTURAL SEE 2x SECURED W/ (3) 1 GALV. COMMON NAILS. GG� 1x2 SECURED W/ iOd MASONRY BOND GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' x 4", 6", 6' x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) r x 5" TITEN HD TO CMU AND (12) SDS }" x 2 J•' TO GIRDER 13 (1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) j" x 5" TITEN HD TO CMU AND (18) SOS }'x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2)}' x 57ITEN HD TO CMU AND (18) SOS }" x a SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) �A 2B 2 TYPICAL ROOF "' "� GIRDER CONNECTORS)' LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 W/ 5/8•' A.B. WITH MIN. 7" EMBEDMENT �-+ TO SLAB 8 (18) 16d x 2-11" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4 r,_'�GIRDER/WOOD POST CONNECTIONS NOTE: A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/411 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D-SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E-SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"• SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) R 10'-0" MAX (W/2X4), 10 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 10 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'-O' 6 EDGE CENTRAL SPACING SPACING SEE SEE BTM CHEDUL G SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 VZ' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z. 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5, IN LIEU OF HILT] PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. z 3" MASONRY SCREWS MAY BE USED, CDGI`I�.I!_ OCt1111DFE,IDNT LEDGER SCHEDULE MARK SIZE BOLT SIZE B®GESPACING CENBIALSPACIIG A DOUBLE 2x8 1/2' 81, O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 161, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2X10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 34' 6" O/C 1 12' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=T-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12'1 @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2' DIA. (2)'OC" 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 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2z4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4"=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. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$88-2628 FAX: 81"86-2802 OUHDIV. AO LOT SILVERADO LOT #5 BLK #16 PROJECT# 3%ODEI. 2795-CAMDEN" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH A B DwR7E 06/10/21 SCALE: 1/4"=1'—O" 8*mET S3.IA FLOOR DECK Co 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 LAPJzFOR SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, %,� FLOOR BRACING SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING If SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ iOd x 1 GIRDER TRUSS 12" HOG NAILS WALL /FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. w/ (2) 12d TRUSSES Q 24" O/C, TOENAILS EA. SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL EL SEE SCHEDULE (2) SIMPSON OTC CLIPS W/ BOND BEAM (2) 3/16" X 1 3/4" CONCRETE SCREWS INTO RED' CMU AT BLOCKING W/ 1/4" 8" CMU WALL MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO BOT. OF VERT. REINF. WALL BRACING AT BLOCKING //^' \j NOW BEARING EXT. WALL J SCALE 3/4"=1 L 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS (2) 2X4 No.2 SYP DIAG, WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS t-101 2x4 BLOCKING (� EA. BRACE. NOTE: 0 TOP OF FUR TRUSS BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 7' LONG Lai 3" O.C.; TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHINGCENTERLINE TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF OFF 2x6;I1_ NAILS 0 EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) COVER 5 TRUSSES) 314" AS SHOWN n, 2x4 BRACE 0 48" O.C. w/ (5) 12d 1'4' MIN. FROM 2ND. FLR. FLOOR DECK TO (1) "X"BRACE DBL 2X8 LEDGER '(j NAILS @ EA END LINE 2x6 CONT. W/ (8) 16d NAILS BT. OF FLOOR TRUSS 30--1 30'-1" TO 60-- (3) "X" BRACE PRE-ENG GABLE TRUSS "X" TO CMU W/ 12" EXP. BOLT MI ed RING SHANK NAILS 4" O.C. MAX ACE (1) BRACE CENTER 8"CMU WALL AT 16" O.C. AND B" FROM INTO BLOCKING (8T. 2X61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND REINF PER PLAN END W/ MIN 5-1/7' EMBED. 16d NAILS @ 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC /4„ PER ELEVATION PER ELEVATION LLO 3F PLYWOOD SHEATHING, SEE (� z NAILING PATTERN "ROOFNVALL/FLOOR $ z= SHEATHING 0� FASTENER SCHEDULE" PER ELEVATION N PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER 1x2, Dc WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ 16tl ENGINEERED WOOD 12 O C. FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. SIMPSON HETA-16 Q GALV. COMMON NAILS. TRUSSES O/C, N REPAIR DETAIL I F EVERY TRUSS (VERIFY 1x2 SECURED W/ 10tl SUBMIT SHOP DRAWINGS 1X2FIRE-STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN SECTION DETAIL AND APPROVAL ED (2)12tl's@ AT TRUSSES PARALLEL (VERIFY W/TRUSS EACH TRUS. MASONRY BOND BEAM EACH TRUSS MASONRY TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS scALE:34=r-r' PRE-ENG FLOOR TRUSSES 7 SCALE: 3/4"=l'-0" W/ HIP RETURN 6DALE:3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKINGG NOT SHOWN FOR CLARITY) TRUSS (TYP) 24" O.C. MAX R FIL VATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 518" GYPSUM BOARD OR 12" HIGH Wl 1l7' DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W! (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC, POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING ' O• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. o AND TOP PLATE ANCHORS W/ 10tl z 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's 0 EACH FILL L ALLHOLES, DO NOT USE x 3' WASH WEDGE ANCHOR wiz' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED ®10-0" O.C. MAX. EPDXY SA/2" EMBED. MIN. @ 16" 1 0 a 10b 1 0c OC MAX. SCALE: 3l4"=1'-0" GABLE END BRACING W/ PRE-ENG � GABLE TRUSS @ CMU WALL V TRUSS TO POST CONNECTION SCALE: 314"=1'-0" < A SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. -• E B _-SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"93'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" BOB TO POST � CONNECTION @ L.B.W. ,-1TRUSS POST TO SLAB CONNECTION SCALE: 3/4"=T4" A8B - SIMPSON ABU44Z POST BASE <U:1,900 GA660 W/ 5/8 DIA. x 6" EXP, BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x W EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 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: 6134886.2628 Ilk FAX: 813aS6.2802 BUBDM ae r oT SILVERADO LOT #5 BLK #16 PROJECT# 03719,001-05 * DMU 2795—CAMDEN" GARAGE OWING: LEFT PAGE: DETAILS 150 H EXA B j FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/3Z' STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 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 STR. SHANK ASTM 8d RINGSHANK, 23/9, 0.113 170,000 (16-2ORINGS SCREW SHANK PER INCH) RSRS-01 6d RINGSHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sol RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: Bd NAILS N 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2. , 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND V O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. .- TOP & BOTTOM EDGES TYP. EXT. S�HEATVHING ATTACHMENT 4L 1 F-� UAW Y� U 00 z � 9� m T BUILDING LENGTH, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING a 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING G 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` #8 7' DECK SCREWS 0 6'-8" O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS wP RaoF IF —A' ROOF WND DESIGN PRESSURES T ((GRoss) ZONEt=.1]6 AeCE]18 ZONE 3=33.3 zONE �.=.B6.B ZgiE Zn=3&.8 ZONE Y=b5.e ga+P1. as.s EFD ZONE gSTANCE EA&CVMNOSPEEO tI)MPN EXPOSg1E CATEOIXVT'.'8' NV' II PPLICA ECOEER RE%LINE OJEFFlOEgENT'. N016 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER P UOATION 81ZE TYPE SPACIN3 REMPRKS AFPLICATON SIZE f I I R-APo l# TFURrdNGTO Ma9gJRT/UPK. CASE WIRDENm COIL NNLI IRLOW. eOIL OPRNGE OOOn BUCK TO MASONRVIWNO IN'gA NOWASHER APCON M0.90NiY '----ER FASTENER a"C� tt(Y EMBED., x'ENDgSi.. t111E E— SGDEXTD L. . OORSNARDENEOCOIL OIC WANCOWNOOR/FABTENEO GRAGE BACK DOOR A 316"qA OR 1?� E%PPNBONBOLT OIC (YSO W <"EMBED.,"ENp qST.. BEE NGTEB S TAOGEREO INTO MASONRYFONC. TO MPSONRYxXNIC. b'O�C It?qA) WEg3T. WNOO4V euac CASE HAROENEocaL rac w1N00WAWR/FABTmm -To CONTACT THIS ENGINEER FOR SPACING 1a PT, BEE N]TEB NAIL1 TO— STAGGERED INTO MASIXJRIA'X)NO MASONRY/GONG. REQUIREMENTS EXT. eWINOODOR el1C1t3 PT, 9EE WTEB m.1-1 —.H.FASTEER TAPCOM 180E 1t EM BEND. DIST., I1 EDGE OISi. NON-BFAPoNO WDOO WALL TO CONC.BVB 1IZ'° EXPANSON CEMEO. x"ENO W/WASHER BOLT Z<OC .1 ST., 3'EDOE DIET N0O1N AFxxur rqc a-.sT.,ttr� Pi T08TEEL CCI, SEE NOTE6 ".E.-DE ei�t WASHER 9TAWERED qeT. 1N STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNOOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WDE OR WDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1 MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 C33M. MAXIMUM AGGREGATE SIZE SHALL BE 30V. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND PROVIDE fi%AIR ENTRAINED CONCRETE EXPOSEOTO EARTH OR WEATHER WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERE03/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ONWHERE INDICATED ON NE VAPOR BARRILED 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 DRAWINGS. SEAMS TAPPED 6INCHETHYLS AND WITH ADHESIVEME TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 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 %! OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAS-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD il—ncunent 10 pef BTM CHORD —concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD 7 w/ ASPHALT SHINGLES 10 w/ No GYPCRETE ( Psf ( PM 10 Dsf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WHO UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 746 (FBC R2020) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE'. 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 4DPsf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWNGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pet, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME TAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 18 ADDED TO THE MIX UNTIL IT 16 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWORWEATHER 1-112° FOR 45 AND SMALLER 2" FOR 46 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED T-0- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 47 PROVIDE 38" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WTHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CM 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, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 361ai FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 Im. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH 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. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION'., AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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 PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-7746078 FAX 407-7744071 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 likk FAX: 813.888-2802 __ __ - mmm sunDiv 89 LOT SILVERADO LOT #5 BLK #16 1pitojmcT# 03719,001-05161 1#ODEL= 2795—CAMDEN" GARAGE 8WIWG: LEFT PAGE: DETAILS 15 H E DARINT 06/10/21 SCALE: 1/4"=1'-0" DHEET SN1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA 70 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 (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 STAPLES INSTALLED 70 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. " MAX-4lo— DETAIL D OSTAPLES INSTALLE J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS r O SOFFIT O3 J-CHANNEL-/ J, h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'--- L--SPAN'IL w EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL W-/P� SOFFITS f l SEE DETAIL'D'1 VV SEE DETAIL'E'—" a* - SEE DETAIL'E' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 5M BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST! RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER EMB. X2 WOOD BATTEN 3OFFITQ ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) CONCRETE/CMU OR WOOD (NOTE 1) O3 J-CHANNEL J" I DETAIL C J-CHANNEL BY OTHER 2-1l4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) 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. t 375 375 !l1J1 .4 3.625 3.625 .3. 5 i .0 Lf 12� sA DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77446078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813A88-2628 FAX: 813�88-2802 9v33DriI. ae LOT SILVERADO LOT #5 BLK #16 PROJECT* 03719,001-05 14ODEX. 2795-CAMDEN" GARAGE SAYING: LEFT "E§OFFIT DETAILS 150 H E i)j DAM 06/10/21 8CALE: 1/4"=1'-0" 8HEET SD1 46 -0 ,a