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HomeMy WebLinkAbout7923 Sail Clover Ln99 99 2795-CAMDEN FOR: ,�.5'ISVa17tE H01ff0N • • f 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 ALL VVC)i7I; SHALL " ()M PLY WITH PREV,,.k LiNc_n CODES FLORIDA BLJI_011vC C°.:OE NATIONAL 8_'+:C' RIC r* ODE AND THE CITY REVIEW IDAT CITY OF ZEPH RHI PLAN EXAMINER STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 126Q2 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nam g11Qam cmE, Emom a, y�yp 7}g EDITION() .y -ALL TDCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS R 'BASIC HIND SPEED - Vult=150 YPH Vasd=116 MPH -EXPOSURE -_ B -I-STORY RESIDENCE -2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE ADC AIDRjusTAONDPHOMNG kop AE ALT. ALTERNATE BD. BOARDD"GE CL CENTERLINE CAB. CABINET cLG. CEILING CLR. CLEAR CONc. CONCRETE CPT, CARPET C. CERAMIC TILE D. DRYER DAL. DOUBLE DG, DUAL GLAZED DIA, DIAh4ETTR DIM, DIMENSION DISP DISPOSAL DP DEEP Ds. DOWNSPOUT DOOR DTL. DETAIL DW. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL .GEMI. EXHAUST EST. EXTERIOR GLASS F.rEx. FIXED ASS FG. FUEL GAS FINISH �"R FLUOR FLUORESCENT FRG R FRENCH O HT DOOR GA GAUGE R GADISP. GARBAGE DISPOSAL G.F.I. GTERRUTE CIRCUIT INHRRI]PTER GL. GLASS GYP. BD. GYPSUM BOARD H.fl. HOSE BIB Rc. HOLLOW CORE MR. HEADER HOT OR FH RHSULATION INT INTERIOR LAV, NUM. M.C. MPR. MT MTD MTL. N.T.S. Oc. PL P.H. PH PLY PLYWD. PR. P.T. R RAD. R.A.G. �� RO s.C. S.D. S.H SFIT. SHTHG. SFBVR sIM. SL. SLC'" D SWS TEMP TO TO C. T.O.P. T.O.S. TYP. UN.0. V.P. W. WD. W xW W.I. LAVATORY LUMINOUS EDICE CABINET�� MIN MANUFACTURER NIETAALLTHiRESHOLD MOUNTED METAL, NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUT"fON Pxoxe PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL ROOM ERATOR ROUGH OPENING SOLID CORE EXTIHL SMOKE, DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SLAR IMI SLIDING SLIDING GLASS A SHIEAR WALL. SECTION TE PERREDGLASS THICK TOP OF CURB TOP OF PLATE T°P°ASLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WATERWINDOW WROUGHT[RON DATE DESCRIPTION CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 06Qy/19 ADDED 150-C ENGMEERMG PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al —FLOOR PLAN PG A2D-FRONT AND REAR ELEVATION "D" PG A3D-LEFT AND RIGHT ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS m1/25AS ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN m1/25n9 FIXED DIMENSIONS FOR STUDY AND DINING ROOM Ong REVISE 50FT CALG9 0114n9 UPDATED LED LIGHTS PER DR HORTON Im/3m/19 UPDATED LED DETAIL BUBBLE8 PER D.R.EloRroN I1108n9 ADDED FOUNDATION ON GARAGE BEARING WALL m7/mYlm UPDATED SIMPSON CONNECTORS I.L.O. USP Qy,�p ADDED 15m-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 (1 ,�1 /��� /� (� S P 1. CAW.'L7 REMOVED STONE CAP NOTE ADDED FOAM CAPON ELEVATIONS 3i9/2m ADDED FRONT ELEVATION F' PER DRHORTON 1ST FLOOR LIVING 2,836 Sa FT. GARAGE 619 Sa FT. ENTRr 65 Sa FT. CAVERcD LANAI 193 SFT. roraL 3,113 50 FT. IA4120 CHANGED ROOM NAMES PER D.R. HORTON 01/21/21 NG. REDLINE CHANGES FROM EFOR 2020 CODE CHANGE 0/21/21 REPATHED XREFS FOR THE 2020 FBC STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.113-DETAILS PG SNl-DETAILS PG SD1-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 THLS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL. RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON3TRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774,6078 FAX: 407-7744078 wwwabdesigngroup.corn AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE iDD4 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX:8138862802 SLTIBDIV. ae LOT SILVERADO LOT# 11 BLK# 16 PROJECT# 03719.000-11162 *ODEL 2795-CAMDEN" GARAGE SIIIIJG: LEFT PAGE: COVER SHEET 150 MPH & B DwA1E 05/13/21 SCALE: 1/4"=1'—O" 811EET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. STIE W= 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 CARPOM 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN M INCH GYPSUM BOARD OR EQUIVALENT. 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: L NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 FIMHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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 - 'U 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 CErLMIGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFftS 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,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81349r-2628 FAX: 813886.2802 SUBDIV. de LOT SILVERADO LOT# 11 BLK# 16 PROJECT# 03719,000-11162 *ODEL' 2795-CAMDEN" GARAGE SlrMG: LEFT PAGE: GENERAL NOTES k. 150 MPH E omm DA 05/13/21 SCALE: 1/4"=1'-0" SHEET GN �1 091...1.110 o c oll.11..iol�.11..!a �ol..l.l.:lo oin a EGIRIESS EG;Ri EGORESS o 1 G' y1 BEDROOM fW O • 0 . it 0 u A F GREAT ROOM a - 1�-'MAN rTopdw - -- 'Lli � � o - II 30'_GLIASS �� r DOOR In TO � it 1'IIII o ME . g O �f u o I 11 LNG ow i • 3�M GARAGE M 0 0 BDRK 2o o_ . 1, . - . olllol� m� 1 I olllo IU•, l&9215111!0 .in Sli CALL. S IST FLOOR LMJG 2,836 Sa FT. GARAGE 619 56L FT. ENTRY 65 SGI. FT. COVERED LANAI 193 SOL FT. TOTAL 3,113 Sa FT. 10' RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKNG ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-V4' LOW WALL 21X6' STUDS • 16' O.C. W/ 1/2, DRYWALL C01PpBR N0 CLA40ND MD L0MD6 B�ac wIo B�aallE Aon a SEoao aria �IIi TWE FOOTAGEa01E IDIFHtNDlY1d IBWIIS MIN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR 5WNG IS 5 23.4/-30.1 OR MIN. CRITERIA SCID, MIN. 41 5 22.11 CRITERIA 16010 O.HD, 112 5 205/-24.9 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG, CAT.=D, 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. CONDIOLDAM 01111110 SHIM AND SECURE COUNTER TOP °5 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT J BAR REINFORCING KITCHEN Q 4 BRACKETS AS BASE BASE B 3NECESSARY. M11 ATYP. CABINET SECTION SCAL£:NTS II FLOOR PLAN NOTES II - ALL DR'EN610N8 ARE FROM FACE OF T %' BLOCK WALL (OR EDGE OF FLOOR 8LAS) TO FACE OF WALL 6T1D UNO. ALL PITEROR WALLS ARE 3 V UNO. DRYER VENTED TWRO" ROOF (VTR), NOT BCREMI D. - AIR COMPRESSOR SET ON 44X44' POURED CON- PAD. PAD BEGINS 6' FROM EDGE OF STRJCT IRE. - SEE SHEET ON FOR GENERAL AND STANDARD I'WILDRNG NOTES. - ALL WADITABLE ROOMS TO HAVE AMC FAIA.T CIRCUIT MTERR PTER - ALL KILL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OF£NINGS ARE 614EAR WALLS. FLOOR PLAN SCALE: 1/4' • I'-0' Y B Q: VARIE5 OPENING DTL. B 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH:407-774-6078 FAX: 407-774,4078 www.abde igngmuP.m AA #: 0003325 111 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813-86G2802 BUDDIV. 41: LOT: SILVERADO LOT# 11 BLK# 16 PROJECT# 03719.000-11162 a"oaEL2795—CAMDEN" GARAGE SWUNG: LEFT PAGE: 1 FLOOR PLAN 150 PH EXPJB DARTS 05/13/21 SCALE: 1/4"=1'-0" SHEET Al REA OF ATTIC = 3972 SQ. FT. ET FREE VENTILATION AREA REQUIRED = 1/ 300 QUIRED VENTILATION AREA = 3972 /300 = 13.24 ENTILATION AREA X SQ. INCHES PER FT. (144) = 1906.56 SQ. IN. IIN. REQUIRED VENTILATION = .5X 1906.56 1 UPPER PORTION OF ATTIC 953.28 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OFVENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - 9 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) b' LAP SIDING — MI. 10'-8, HEEL— HGT.10 BRG. HC.T. - 5' STUCCO - BANDING TYP. FOAM CAP- STONE - VENEER 0'-0'FIN . FLR. GRADE CMIN.) _ 9'-4' BRG. HGT. 0'-O' FIN. FLR 0'-8' G DE CMIN.) - I - c- , ... .■. - ■ ■ - SON ... �FOAM ... ... i ■■■ _ i STOW VENEER lies FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION-D TEXTURED FINISH I m I I - 18'X30' I LOUVER LOUVER DTL. A SCALE: 1/2. 1'-0' STUCCa \ I AND A ` 13SE KEYSTONE DTL. B SCALE: 1/2 . I'-0' — — — — — — — — — — — — — — — — I 1 I I I I I I '3'-4' BRG. 1IIIIIIIIII HGT.4 STUCCO BAND RAISED CMU TO S'-4' AFPv. STUCCO FINISH FOAM CAP jfb�,V�E II)IIII(III I v o I I I I I 0'-0' FIN. FLR — 1 I -------------------- COLUMN DTL. C SCALE:I/1 . I' 01 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PR 813-886-2628 FAX: 813-886.2802 SLTHDIV. de LOT: SILVERADO LOT# 11 BLK# 16 PROJECT# 7 .0 - 1fODEL• 2795-CAMDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "D" 150 PH EXP. B D 05/13/21 SCALE: 1/4"=1'-0" SHEET A2D .�. n / OFF T OFF RIDGE T OFF RIDGE T S OFF RIDGE VENT '3'-4' BRCS. HGT. / t— (oV-4' BRG. HGT. 1H 0. 0 0'-0' FIN. FLR GRADE (MIN.) - _______________________--._______________________________________ LEFT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT S V-4' BP33. HST. -1 eaF-1 ::1 El F e 0'-0' FIN. FLR 0'-0' FIN. FLR 3' GRADE (MN. - --------------------------------------------------'-- --- 0'-S' G E ((MIN.) RIGHT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngmup.wm L AA #: 0003325 DRAFTING By.. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813-886-2802 SUHDIV. ac LOT: SILVERADO LOT# 11 BLK# 16 PROJECT* 03719.000-11162 YODEL• 2795—CAMDEN" GARAGE SMWG: LEFT PAGE: LEFT & RIGHT ELEVATION "D" 150 MPH EXP. B DATE. 05/13/21 SCALE: 1/4"=1'—O" SHEET A3D ELECTRICAL LEGEND SYM. DESCRIPTION AW STANDARD SWITCH �' -WAY SWITCH r{j -WAY SWITCH IMMER SWITCH HB BUTTON ISCONNECT T HERMOSTAT E RECEPTACLE (125v/20-AMP INGLE POLE) � � DUPLEX RECEPTACLE 10v DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUPTERITAMPER RESISTANT TYPE) IVV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) EXTERJOR WATERPROOFKGFI RECEPTACLE (GROUND FAULT ERUPTER) 10v QUAOPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR IOUNTED) 20V RECEPTACLE (4 WIRE CTOR) DEDICATED RECEPTACLE I-Q PALL MOUNTED LIGHT NG MOUNTED LIGHT ANT LIGHT ;3ALL D LKaNT SCONE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) B LIGHT FIXTURE anna14 BULB LIGHT FIXTURE nmmn& BULB LIGHT FIXTURE ' TRACK 0GWTING ATTIC LIGHT WITH FULL CHAIN ;----{JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) CIE— O GESS LIGHT • GESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN 7lON) LECTRICAL PANEL (FIELD VERIFY oGA CAL METER (FIELD VFRIVY_ NQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) FILING MOUNTED FAN B 7 FAN (I CFM PER $a FT-) JACK b DETECTOR (WALL MOUNTED) O DETECTOR (CEILNG MOUNTED) ® /CARBON MONOXIDEDETECTOR G 1 ING NOUN D) IMES ®ING MOUNTED OUTLET FOR GARAGE HER N JACK --E PORT • LOCATION OF TV JACKS A PHONE OUTLETS & PARIS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 & 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Ith EDITION (2020) # NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • WI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M0013 FBCR lth 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 Ith ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR 1TH ED (20201 • ALL LAMPS SHdLL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT AND PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Ith BEDROOM 1 \\ I I \\I PRE -WIRED CLG FAH L---/--' //N I �I • .1 . Z MULTI-GEN T BEDROOM I I I I PRE -WIRED \\ CLG FAN L- - - - - - - - - - ----------------_-� MULTI-GEN - LIVING SD® ROOM I / I I � I I I I I PRE -WIRED CLG FAN I I I L------------------ J �CAFE OPT. '/ — FIXTURE/((I 5'-5' / I L 5' 1 \ \ SD/CO \\ \ 4'-4' I 4'-0' Cal O DEDOUTIL tc; FOR KITCHEN o LAUNDRY r--,, /! I GFI w 44' 1.44' i 1 AFF. AFF. , I 11 BOLLAFFDA - _ I \ AS REQ. I \ PER BLDG. WALL MOUNTED LIGHT W/SWITCH IN I \ CODE I \ ATTIC I \ \\ 3-CAR i GARAGE i \ I ---------\ter_ IT CLG. GFI OUTLET ICLG. GFI OUTLET FOR OPT. I FOR OPT. METER GARAGE DOOR GARAGEOPENERO/� FIELD OPENER j VERIFY B 0- GFI I // P.B. FOS IRRIGATION 1 / CHIMES OUTLET I / 1 / COVERED LANAI PRE -WIRED CLG FAN Q 1 I --- ----d --'i ---------------- V I I -� GREAT ROOM I \ t I \ I I . I I \\ I A I WFAN I CLG I \.I I I I /' - - - - - ------------- \ 1 \ lr DINING \\ I ROOM II \ II I I \II 1 PRE RE L------------ i 1 1 I 1 LED LIGHTING @ SINGLE LAV. LAUNDRY ROOM BATH W P Panel MAIN -A PANEL:&16wpat.b—W VOLTAGE:120/240VAPA MAR: 150 Amp M.C.B FEEOER:3 #1 Cu THWN & 1- #6 Cu (G)in t 12" C. OR 3 #SD AL THWN & t-#6 Cu (G) in 1 I/7 C. wk. rew w OLD, wm cka-n cart wm 1ws m d raw •n,. H2 1 m Ex14Pa RacaaacN OFI Lr NO , 3 s H3 2 m MiwIw PHP _,_mo mp3 3 a 4 Space 6 464a CU1 m 2 HO S . a 8 PANEL -A PANEL: 42 ed. Meeker VOLTAGE: 120/240VAPk MAIN: 450 Amp M.LO. FEEDER:O-#1 Cu THWN & 1- #6 Cu (G) in 1 I/T C. OR 3 MM AL THAN & 1-M Cu (G) In t 1R" C. w,n rew Ma #n-1 wm ckarl IwHn wm a. 0a- r ww 1ww s9rApPp Pa m z m —G m s 8112 mAp—. m 2 HP CNPaLr cP m H2 — _ cN #anR.c.P tzm 11 tz — ,am na.n.GFI m 1 Hz 1 m F fHrl AFq _ Ay 13m 1J H _ NIOa --.� - GFl m — 2 HO Ht 13 Gred Pmn.lara AFa 90B fa i6 11 1. 134E Hoar OF1 m1 H2 #N 1 tk !n--AlO 9m 14 m tOm LDow GFI 20 H2 Hz m eaPaaHfean eAFa 1- 21 z: ,zm fExMbrLwL—W.a. Afa 20 sw. _. _ sm. -fJ . M -_900 m0 's AFq BHae"n AFq _- _ n m -_-tom x..oaw oaaaown..<s _ m _ 1 H2 S e m 34 IP00 bncwbaa m 1 H2 sP:a 33 s __. 44 2 J5 Space _ -_ -' A�KVA • Mi -. L,n ]T a4 Lo,4am wmmarwcwrcacddwdf G- lstoo znoa Iba-n.a was cdca.uLm rlM aceGF OaIaD ABBREVIATIONS: AFq: ARC FALLTCHCUTMEwtIF1ER RGNcoracofmLwD CFI: GFroUY)fALLTIN %eFlEft Tar batlsWwct to 414-q Nor 431m - for lawowwar,00+v 1ao00 ___ wllaaabt 13xP rmd Afc m.a _ _ _ Law ,MY ArNWPIO.alll --- --- LOAO CAtODLATION I& B ED ON A'C NONLOINCIDENT LOAD r.r,�t vzw waa vza GLnaal Ligh&Q & RH:apUd. LGad iad NC Fad 2795 Genova IAa L Ra 1 W f . F1. 8385 1 w65WAi Net 10044 65 ad Ganw a a Rec (wHg 8450 - BEDROOM l \\\ 3 PRE -WILD I � I CLG FAN I � i I p I l _) LED LIGHTING JT- -© @ DOUBLE LAV. 1 , BEDROOM 2 AND 3 BATH \ \ F'RE-WIRED \\ CLG FAN BEDROOM 2 ELECTRICAL PLAN SCALE: 1/4' - V-0' LED LIGHTING @ DOUBLE LAV. BATH I 200 AMP ELECTRICAL RISER NOT TO SCALE PROVIDE 3 2/0 CU I % CU LAND 2" CONDUIT OR PROVIDE 3 4/O AL, 1 4 AL GND N 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANGJ G@ERAL NOTES, A ELECTRICAL MATERIALS AND NSTALLATIONS SHALL COMPLY MTH ELECTRICAL PROVI81ON8 OF M COMBINATION SERVICE DI800NNEGT 200 AMP I PHASE MLO TILE FBCR TTH EDITION (20201 LOCAL CODES, AND SMTCH AND ELECTRIC PANEL ALL LOCAL FGIIER COMPANY REGUIR DS. PETER N NEM A B. ALL CONDUCTORS SHALL BE TYPE TNAN/TMIIN 2O0 3R BNCLOSIMIE UNLESS NOTED OT ERIASE. ,E SERVICE ENTRNIGE GABLE T[LeV181ON POWER Ct7N1PANY EGa)IPN'Ni 8ERv10E @RWANSEd TRANBfOR'ER E �T NTERBYBTQI DODING _AT GIItf1DE LOW VOLTAGE COMEGTIONIB PROVIDE 200 AMP. 00440 VOLT, I PHASE 1 .4 CU SERVICE CWQCV D SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONIEGTW TO CONCRETE 4/0 COPPER (CU) N 2" DIA SCHEDULE SO PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 4/0 ALUM WW (AL) N ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE SO PVC CONDUIT UNLE86 �1T41 EDITION (2020)EDITION (2020) SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. CODRONATE UT14 THE ELECTRIC 5/8" OL& X S FT LOY COPPER COMPANY PRIOR TO BID. CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AAA: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-486-2802 BUHDIv. IOe WTI: SILVERADO LOT# 11 BLK# 16 PROJECTp 03719.000-11162 *ODEL 2795-CAMDEN" GARAGE 81RNG: LEFT PAGE: ELECTRICAL PLAN 150 MPH Dw7E 05/13/21 SCALE: 1/4"=1'-0" SIMET E1 ■ PLUMBING PLAN SCALE: I/4 • V-0' KITCHEN SINK W/ YLU 1V1 EN lr nl;1 ILn TO IAIN 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwmbdesigngrouP.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-OW2628 Ikk FAX: 813-886-2802 SUBDIV. 8c LOT: SILVERADO LOT# 11 BLK# 16 PROJECT# 03719.000-11162 MODEL: "2795-CAMDEN" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B PRINT 05/13/21 DATE: SCALE: 1 /4"=1' — O" SHEET P1 ■ HVAC NOTES MECHANICAL PLAN SCALE: 1/4 . 1'-0• I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDC, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL BI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL. BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603U 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 -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. 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 814ALL BE INSTALLED TO MFG. RECOM!"ENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY I:ll y y AIR EVAR 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 TRWK — BROKEN LINE. RETURN TRUNK 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 SECUUW RE 3/161>01 TO CONC CONDENSER WIT OR EQUAL W3 ROLL STRAP RUCTION AND LIQUID OR EQUAL REFRIGERANT LINES SECURE STRAP TO WIT W/ (2) EXTERIOR WALL 4' CONCRETE SLAB -SXI 1/4' $HT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT y ;Tull PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO CONNECTION TO PAD CONDENSING WIT NOTE: MAIN COND.12'DRAM 3/4' TRAP DRAIN LINE AND TERMINATE OVER HEAD @' FROM STRUCTURE TUR IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS COUNTERSUNK SCORIATED NICKEL FIN. FLOOR C.O. PLUG BRONZE FL. PL. OR WALL I'-6' SEE SPEC. 0 I'-8'XaCONC. BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TYPN ) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 w .abdesigngroupxom AA G: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813.88E-2802 SVHDIN de LOT, : SILVERADO LOT# 11 BLK# 16 PROJECT# 7 - 2 *ODEL- 2795-CAMDEN" GARAGE 81rWO: LEFT PAGE: MECHANICAL PLAN 150 XPH E B 2X4 TOP PLATE PRE -FAD TRU88 1/2' 0-C.BOARD IQ' DRYWALL T')Y SECURE BT. — PLATE TO SLAB W/ 1®d MASONRY NAIL MAX FM FLR 2X4 WOOD STUDS 024. or_ yIC: OIUL.4V IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I&' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a)TYP. INT. WALL (NON- BRG. ) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0• TYP. O.H. 5/8' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD PIA. SLEEVE, D NOT CUT BOND BEAM SOLID GROU1 W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM 21 SCALE:3/4'=I'-0' ENERGY CODE FORMS ATION R-VALUES .RENCE STRUCTURAL ELEVATION '--R-4.1 INSULATION WINDOW ATTAC4'1ENT AS __"'_SPECIFICATIONS MANUFACTURES I—/ SPECIFICATIONS i r REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.G. 8' CMu U2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR. � . u n W/ WINDOW OPENING rl FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FEICR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0466S TYPE III OR TYPE Iv UNDERLAYMENT. axle Gnu ue m. 2B GAS LINE THRU BLOCK _ Dt �cau, •.r.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.11 ROOF SHEATHING THICKNE88 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI P'RE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-y' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMU I .1UO■f - RE WOOD JAM PER roock T GALV. STEEL OVEREAD DOOR APPIgVJY. REfi DYf7Y% Tex r MN BY OTUM FAOTE!!D TO BLtm TIUV:x altACKWM ROOT" Um PRo=T APPROVAL P M K_3"� GARAGE DOOR JAMBS D1 SCALE: _2X4 SPF 24' OJC. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS — I Y Ff—STIFFBACK AT ALL UPRIGH �f��iL PER STRUCTURAL DETAILS Ax PRE-ENG WD.TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/6' GYP819'1 BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. WL. ISO - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0'-0' FIN. FLR ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160c5.1. n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r5'�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'-I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TW EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngToup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813-886-2802 f EEE� SLTHDIV. Sc LOT: SILVERADO LOT# 11 BLK# 16 PROJECT* 719. 0- 116 1fODEL' 2795-CAMDEN" GARAGE 93TrMG: LEFT PAGE: DETAILS 150 MPH ExPA B DP � 05/13/21 SCALE: 1/4"=1'-0" SHEET D1 1m 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (U VN' X V J-DOLT UV 4' MN EFBEDIMEIT UV 2' X 2' X I/S' WASH" 4 NO OR W/ (2) V2• X S' AJNGHIOR BOLTS Fw 2' X 7• X VS' WASHER 4 NUT B E SECURE 2.4 B TO MILK um 8 Rl 114'TAPCONS I V2' EMBED. V OC- 4' END DI6T. 1 IRE EDGE DIST. o� 2X6 GAR4IGE DOOR MIUGTK SECUIm WV (6) V1' X S' J-BOLT OR ANG4SOLT8, WV 4' MN EMBEDMENT. UX 2' X VS'WARNER 4 NUT. (0 WTS'OFTOP,(V WITHIN V OF THE BIE (3) EVENLY SPACED.NOTES. ALL ANCHORS SMALL BE IN ACCORDANCE TO MANFACTURE" INSTALLATION INSTRUCTIONS W4 eur�.I NBTi11CTIaHIB ets M04iF 6Ttalr�ut GARAGE DOOR 1 MUCK ATTACHMENT 2X4, ® 2X4: ® 2X4, IZI SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. W/3/IB' TAPCONS (MN 1/4' TAPCONS (MIN. SHAW SIZE J45 MIN. SHANK SIZE J45 MN OHANK SIZE J45 MIL HEAD SIZE 300 1EAD SIZE JIM HEAD 812E " MIL EMBEDMENT 1 1/4') MIL EMBEDMENT 1 1/4') MN EMBEDMENT 1 V4') WITHIN B' OF EACH WITHIN S' O' EACH WITHIN S' O° EACH END 4 b' OC. MAX END 4 b' Or- MAX END 4 b' O.C. MAX SPACING. SPACING. 5PACW- 2X6= = 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK 6ECURE TO BLOCK WV(2) 3AV TAIROCHIB WK2) 3A6' TAPCONS WK2) V4' TAPCON6 MIN. MIN. SHANK SIZE J45 MIL SHANK SIZE J45 SWANK SIZE JO MIN. MIL HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIL S' CNU MN EMBEDMENT 1 1/49 MN EMBEDMENT I IlW) EMBEDMENT I V49 UNT14 S' OF EACH END 8' aMu WITHIN VOF EACH END B• CMWITHIN S' OF EACH END 14' DRYWALL 4 IVIOC, MAX SPACING 4 b' OC, MAX SPACING. 4 b' OC. MAX SPACING. B, CM b,4 P.T. OR 5/4•X4' MIL 1/2• DRYWALL V2' DRYWALL SECURE THRJ FRAME 4 I'X4' 2XS. CEO2xS. C® 2X9, ® V2' DRYWALL EXTEND I-V4' INTO P.T. NAILER SECURE TO BLOCK 1'X4' SECURE TO BLOOK ❑ VX4' SECURE TO BLOCK ❑ 1'X4' BLOCK W/ 3/16' WK2) 3/16' TAPCONS P.T. NAILER WK2) 3/NW' TAPCO,b P.T. NAILER W1(2) V4' TAPGONS P.T. NAILER TAPCONS DOOR CABWG (MN SWANK SIZE J45 1/16* OSJS. X 4' MN MN SWANK SIZE J48 DOOR CASING MN SH APIK SIZE J45 MK SHANK SIZE 145 MR HEAD SIZE 300 MN 1•EAD 612E 300 MN HEAD SIZE 300 1/16' OSD. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING MN EMBEDMENT 1 V4') MN EMBEDMENT I V4') MK EMBEDMENT 1-1/4' WITHIN B' OF EACH END WITHIN B' OF EACH END WITHIN B' GF EACH END DOOR CASING WT14IN S' OF EACH END DOOR JAMB OR WINDOW 4 b' O.G. MAX 4 b' OC. MAX 4 b' 04. MAX 4 b' O.C. MAX 6PACNG SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER DOOR JAMB OR WINDOW &''� �� ATTACH M 2X PER MANFACTUREB DETAILS. MANUFACTURES TU 2X PER ATTACH TO 2X PER MANFACTUREB DETAILS. MAI4FACTURES DETAILS. MANFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMS (Do NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" DOW TO BLOCK +3/4" OR +5/4" 2X4, SECURE TO BLOCK WV 3M.' TAPGONB MN SWANK SIZE J45 MN HEAD SIZE -AM MN EMBEDMENT 1 1/4') WITHIN d OF EACH END 4 Is* O.G. MAX SPACING. 2)(6, SECURE TO BLOCK WKV 3/16' TAPCONS (MN SHANK SIZE .Wb MN HEAD SIZE 300 MN EMBEDMENT I V4') S. CMJ WITHIN V OF EACH END 4 IBM OC. MAX SPACING. V2' DRYWALL 2X91 ® a I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONS BOOR CUBING MN SWANK SIZE 10 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S• O' EACH END 4 b' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" / ��r 11 TO BIACK +1 1/2" NOTE: SNM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" /� 1/1ND01I TO BLOCK +1 15/18" 2X4. SECURE TO BLOCK W/ 3AV TAPCONS MN SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 b' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECIURED SECURE TO BLOCK TW ROLr 4 NON-STRUCTURAL WK2) 3116' TAPCONB 3A6' TAPCON MN 1-1/4' (MK SWANK SIZE J45 EMBEDMENT INTO BLOCK MN 1EAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN B• OF EACH END S• cm 4 b' OC. MAX SPACING. V2' DRYWALL 2XS. SECUR: TO BLOCK ❑ PX4' W/(2) 3/16' TAPCONS P.T. NAILER MN SHANK SIZE J45 DOOR CASING MK HEAD SIZE 30O MN EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 b' OG. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MA-AFACTURES DETAILS. NOTE, 84W AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" �� A TO BLOCK +2 I/4" NOTE. SHIM AS NEEDED TO PLUG JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" K 2X4: INS SECURE TO BLOCK WV 3/16' TAPCONS MN SHMK SIZE 345 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 b' OC. MAX SPACING. 2X6, SECURE TO BLOCK UV(2) 3AV TAPC40NB MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4.) WITHIN V OF EACH END 4 b' OC. MAX SPACING. 2XS, SECURE TO BLOCK WK2) 3AV TAPCONS MN SWANK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHN S' OF'EACH END 4 IBM O.C. MAX SPACING. HOTE. STRUCTURAL 2X MUST DE ON OUTSIDE 4 SECURED TMR030,H NON-STRUCTURAL 3A6' TAPCON MN 1-V4' EMBEDMENT INTO BLOCK B' CMA1 VV DRYWALL P PP..T.T. NAILER DOOR GASWGG NOTE, SHIM AS NEEDED TO PLUM JAMS (DO NOT EXCEED 1,149 2ND 2X SECURE TO STRUCTURAL MEMBER W1(2A2d WITHIN S' OF EACH END 4 6' TO S• O.C. MAX DOOR JAMB OR US.mOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3" owy` 1T TD RTA(:4 4a" NOTE, SHIM AS NEEDED TO PLUG JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 9/I6" v �I �01/ TO HLOCK +3 7/18" 2X4, SECURE TO BLOCK UV 114' TAPC," MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 b• OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNRO" NON-STRUCTURAL WK2) 1/4' TAPCONS MN 3AS' TAPCON MN 1-V4' SHANK SIZE J45 MN EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT I V4') 21 WITHIN S' OF EACH END S, 4 b' OC. MAX SPACING. VJ' DRYWALL 2X6, 1=1 1'X4' SECURE TO BLOCK P.T. NAILER WK2) V4M TAPCONS V❑ 1' P.T. X 4' MN ZE J45 (MIN. SHANj1ZE MN HEAD 300 MN EMBENT I V4.) DOOR CABINS.WITHIN VOACH END4 b'OC. M SPACING. poOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" H1f�INDO� W TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 III GRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-NS-2628 FAX: SiVII86.2802 S1:JHDIV. de I.OT: SILVERADO LOT# 11 BLK# 16 PROJECT#1 03719.000-1162 bfODELM 2795-CAMDEN" GARAGE: STIMG: LEFT PAGE: DETAILS 150 MPH & B Dw2W 05/13/21 SCALE: 1/4"=1'-O" SHEET D2 PREFORMED CONTROL JOINT FLAY# OF CONTROL JOINTS Td BE HARED TIED To L.ATM . 9' OL. MAX (VERTJ NOTE, DO NOT FASTEN CONTROL JOINT TO IW1LL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W( %* LEG MAY BE USED TO SECURE CONTROL JOINTTEMP. DURING INSTALLATION —� FASTENERS TO BE SPACED . T' OL. MAX VERTICALLY/ I / i \ PLC 3 COAT CEMENT \ I RB LAYER 4, FORTIFIBER BUILOW. PAPER APPROVED METAL LATH FASTENED -T• (VERT.) OL. MAX AT SUPPORTS UI B LAYER -1, STUCCO WRAP WOOD SMEATMNG LATH SMALL BE CONTR410US JOINTJOINTS sGM BUT BE STOI•PED A � TIED AT EACH SIDE PROVIDE 2X4 BLOCKING PER ASTM cIO63 PLACED FLAT MAX 6• TO S' FROM 0ONTROL JOINT IUHMN CONTROL JOINT FALLS ON DEL STRISCTURAL STUD L FASTENERS FOR LATH TO BE NAILS OR — STAKES IN COMPLIANCE UV ASTM CI063 2. WIRE TIES TO BE (NO. IS) OID415' WIRE / 3. BLOCKING SHOM MAY BE IN ADDITION \ TO WALL STUDS R ECIUIRED��PyyEB2gRSRUOPLAN 111IFIRIII. „ O"M" TYPE CONTROL JOINT OL ItlLD RlOr11O . A. A OLFOLDeWIo- R.A 2. glAIR - M.O s. CIRAOE - rt. C OlR%D eWI®-R.A 2. ORRAOE - M. 6 1'DLD ® L FaLD NW,1RD - n. A 1 QlAOR - FR. O ? CREASER PT. C L FOLD FT. cO mPT. 6 TO). R, c lcu Hm 00" M tiA2E w monal FLn 4N°R WAlpe TIONm ORAL F.", m =am. J' TH101, 3 COAT CEMENT RASTER (FRACA W' 2 O"T aslNT Forme (OW WRS LAYER -2, FORTPISER BUILDING PAPER (Rent OILY) UARB LAYER at STUCCO WRAPnRAPE oLY) NM WALL FLASH tl AT eorloR CP ROOF 2 awl WTWIAFGT101a APPROVED dIILDNCa WRAP SMALL BE LAPPED A MINIMUM OF 6' - VERTICAL LAPS (ROLL ENDS) 4 6' - HORIZONTAL LAPS, ALL SEAMS NEED TO ISE TAPED WITM FORTIFIER SMEATMNG TAPE TTN LAP . -TAL LATH \ 1� I LATH VERTICAL LAP TO BE I' ^ '— METAL LATH UIRB LAYER'1, STUCCO WRAP A't,w PAPER LAP --Y / WI® LATER 4, FORTFIBER BUS.DNG PAPER JI %1PAPER LAP SCALE, I V!'•1'-0' I• M LATH LAP, �' OKR ALL LAP VERTICAL LATH & PAPER DETAIL WOOD Nam, SHEATI SIDE LAPS OF METAL PLASTER BABES SMALL BE SECURED TO BUILDI FRAMING MEMBERS. PAPEF THEY SMALL BE TIED P15EYTZSI-mllVol B3iH�-Sum'.?? WIRE AT INTERVALS NOT MORE THAN 9• (228-M ). AS PER ASTM CI063. (4) K I C KO U T FORREPAIROF TEARS M LAYERS, TEARS DETAIL M Y MAY BE PATCHED WN•IOUBE WRAP TAPE PER MANIF. EC SP. OR PEEL A STICK a< - INSTALL FASTENERS (CLIPS: STRAPS, STAPLES) AS REOLIRED TO SECURE PIPE/ WIRE TO FRAMING WRS LAYER 1 STUCCO WRAP WRS LATER 4. FORTPIBER BUILDING PAPER PETAL LATH SSW SELF-ADHERNG. MEMBRANE FLASMNG OVER 4.4' SELF-ADIERM MEMBRANE FLASNNG OVER APPROVED MOUSE WRAP. �--' = TO EXTEND ONTO PIPE '4',W SELF-ADNER6G2 MEMBRANE FLASNNG OVER APPROVED MOUSE WRAP. k THICK, 3 COAT CEMENT PLASTER W CONT. BEAD OF SEALANT INSTALL APPROVED HOUBELLRAP AIR METAL LATH ...-�. SPILTRATION BARRIER OVER SHEATMNO WRS LAYER 4. FORTIFIBER BUILDING PAPER ELAWOFERCOATING OVER COATOVER STUCCO/ UNM LAYER M. C.V. PHSH (SEE TYP WALL SECTION) STUCCO WRAP BMFATMING. SECTION PER SECTION E,OI Exterior u-IIO portiand sI.11 -Ply o(poNandrRcatio plaster shall comply .f the appl926t 1 S reg12remen[s of ASTM C 828-18b. Installation of exterior laft g and Aamilg shag mmply with ASTM C 106 -19a. a ASTM nsT. HORIZONTAL LATH & PAPER DETAIL Atu 1PER 4Sr4• SELF-ADFERIN MEMBRANE FLASMING (COMPATIBLE W( HOUSE I RAP MATERIAL) OVER APPROVED HOUSE URAP. P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF— SELF -ADHERING MEMBRANE FLAGWW. STEP $I WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS i GALV. METAL FLASHING ? (NAIL TO ROOF DECK, NOT n WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N,T.5. 6Sc6' SELF -ADHERING MEMBRANE FLASWING (COMPATIBLE W( MOUSE WRAP MATERIAL) OVER 4 x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED MOUSE WRAP. FLASNI•ca TO EXTENID LNTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x 5T UCCO WOOD OR 7/16 a ZIP WALL Mai SHEATHING 5ELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1•1 / ASTM C-041-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngmup.wm IIb AA k: 0003325 DRADBY:A.B. DEOUPDRAC.5439 BFAUMER BLVD.SUTAMPA, 3634PH: 88FAX: 82 SVHDIV. de LOT: SILVERADO LOT# 11 BLK# 16 PROJECT# 03719.000-11162 *ODEL• 2795—CAMDEN" GARAGE SIMING: LEFT PAGE' WALL ASSEMBLY DETAILS 15 H DATE' 05/13/21 SCALE: 1/4"=1'-0" SHEET WA1 -00 BACKER ROD I I 1 I I I BACKER ROD -- 1 -INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECILIE V_R OF FLASHMG TO BE: L BOTTOM. 2_ SIDES. 3. TOP -VENT CAP 18 TO BE SET M BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS -APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R 03.7 Exterior WJM and plaWAft Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall compy with ASTM C 1063-19a, or ASTM 1787. WRB LAYER -1, STUCCO WRAP 11-:.-- HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER 9, STUCCO WRAP UI B LAYER 91, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH w CrU VINYL CASING BEAD 6' RAISED BAND K' TO K' MMIID-WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING ATCNE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — ------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 71/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPE UNDER 'QUICK FLASI A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDINCs PAPER 9' THICK, 3 COAT CEMENT PLASTER 7b' TO Ya' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR8 LAYER'(, STUCCO WRAP WOOD SHEATHING ELEC. METER FIELD APPROVED VERIFY LOCATION HOUSEWRAP BELOW APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT CUT SUCH THAT B PRIOR TO INSTALLIWG ELEC. ENTERS BOX, METER APPLY TO FACE EDGE CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS e STEF #5 WOOD SHEATHING WQB LAYER -1. STUCCO WRAP WRB LAYER 4, FORTPIBER BUILDMYPAPER METAL LATH -1/S' TEXrURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • T OL. MAX Y6. TO Yt' MID-IWLL WEEP AGREED APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APRDVED HOUSEWRAP El hMEM5RANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) STEP #5 STEP #(o OELECTRICAL RECEPTACLE LATH MA 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 91341186.2628 FAX: 813-886-2802 SUBDIV Z LOT: SILVERADO LOT# 11 BLK# 16 PROJECT#r 03719.000-11162 s¢oaEr: 2795-CAMDEN" GARAGE SVMG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B DATE 05/13/21 SCALE: 1/4"=1'-O" SHEET WA2 WOOD CONSTRUCTION i'a' HAT CHANNEL 'TYPE 'X' DRYWALL WOOD SHEATHING. W IM LAYER M, STUCCO WRAP THICK, 3 COAT C PLASTER WRB LAYER M, STUCCO WRAP AMICO AM66-WRUC-180 CUSTOM CASING BEAD NO GAP IN FIELD —' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.(& CANT. SCALE- I 1/2'-V-0' EXT. WOOD FRAMED WALL •WRD LAYER M, SI16-FLOOR DECKING STUCCO WRAP WRB LAYER 4, FORTIFIBER PRE-EN1;9 TR IAS BUILDING PAPER i' THICK 3 COAT CEMENT WEATHER RESISTIVE - BARRIER M PLASTER WEATHER RESISTIVE _ 6' SAF. • TOP OF WEEP SCREED BARRIER -2 TO SHEATHING SE14IND WEEP SCREED I' THICK 3 COAT CB'IEPM PLASTER 4' POSITIVE DRAM METAL LATH IIEEPw SCREED. - --- WOOD BREATHING 6' SELF-ADHEREIN. FLASHING WRAPPED • TOP OF WEEP SCREED `�`y 4' POSITIVE DRAN- TO BFEATHING BELOW WEgp py�m \ WRB LAYER M, L STUCCO WRAP (SHOWN FOR SEPARATE AC y WRB LAYER 4, FOW FI15ER 1 BUILDING PAPER , , 6' SELF-ADHEREING FLASHING WRAPPED ! • CORNER OF CANTILEVER 1 Y2N I EXTBVRq¢ GRADEY: GAP FOR BACKER ROD l SEALANT — DRY WALL i' THICK 3 COAT CEMENT VINYL CASING BEAD PLASTER WATER PROOFING ist- UMEL2-�� LAYER (2 LAYER PEE ION of ONLY) l STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA G.ALV. PEEL 4 STICK) METAL DRIP EDGE ,l.-- SET IN FULL BED OF ST FEEL 4 ---�� BEALANT.14' MIN. STICK •DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER NOTE: IVXI 9'i P.T. OR SIMULATED ROD4SF_ALANT METAL LATH: LATH TO SE PER SECTION COOD(TREX)FILLER CONTINUOUS VNYLCASINOBEAD R-103_�_1 / ASTM G-,54'1-14a, MIN. 2.5 L55. lot AYER'''LAYER PEEL 4 R�618TIVE B.ARRIES. PER SQ. YARD (UTILITY OR NOMINAL BALLSTICKNY PPED FROM BALCONY DECK TO WEATHER RRIER �ISTIVE CANTILEVER � LATH DOES NOT MEET SPECIFICATIONS) 6'P�T oeac DECK MEMBRANE, OVER DRIP am FLOOR EEX END WOOD CONSTRUCTION ®® V X 3' 26 GA GALV. - METAL DRIP EDGE SET M FULL BED OF WEATHER RESISTIVE Oli-A I%, P.T. OR SR'11LATED SEALANT, Ji' MIN. BARRIER M WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT (LEATHER RESISTIVE C:ONTM0008 7 FACE TO TREX VINYL CASING, MAD HAT CHA/JJEL BARRIER -2 1i C.AP FOR BACKS ROD 4 SEALANT WATER PROOFING lat FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 VINYL CASING BEAD THICK 3 COAT CEMENT PEEL 4 STICW 3/4 RESILIENT STICK) WRAPPED FROM BALCCNY DECK TO PLASTER HAT C 4ANEL CANTILEVER 'X' J' THICK 3 COAT CEMENT 5/8, TYPE DRYWALL METAL LATHANIL FEASTER W/THXTURED 4 PAINTED WOOD SHEATHING: METAL LATH FINISH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING i' THICK 3 COAT CEMENT (2) 2x12 HEADER W/TEXTURED 4 PANTED WEATHER RESISTIVE PLASTER FMIBN BARRIER M WEATHER RESISTIVE J' THICK 3 COAT CEMENT BARRIER -t VINYL CORNER BEAD 4' POSITIVE DRAIN urge oces :n PLASTER VINYL CORNER BEAD 4' F'081TIVE DRAM WEEP 8['REED VINYL CASING BEAD NO GAP M FIELD VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP O11D DRIP EDGE 11 EDGE INSTALLATION INSTALLATION WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER •2 r "•/ y� r `J' THI COAT CEMENT \ R3 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH }' THICK 3 COAT CEMENT 1 EADER/BEAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION COLUMN SHEATHING. WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER Ml 6' SAF. \ -PEEL 4 STICK ,136'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1,19 X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)J' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHIN. LEGEND 4 STICK 6' SAF. \PEEL I JWK3' V FLASHING DRAINAGE PLANE (WR5 FLOOR I . � EMBEDDED IN I u I If' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT.),' MIN. LATER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — • — • — • — — BUILD INC. PAPER) �® — I Ji'XI)V P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS , . SPACE FROM DRIP A' GAP FOR SEALANT I VINYLS CASING TO BEAD METAL LATH X—X—X—x OPT. BACKER ROD. WATER PROOFING let "- MODIFIED 90 LAYER (2 LAYER PEEL 4 5TUC:CO 3/4 RESILIENT HAT CHUANNEL t . STICK) WRAPPED FROM - BALCONY DECK TO G VINYL CASINDEAD CANTILEVER i I PLASTER 3 COAT CEMENT I WOOD OR -1/1(o' ZIP WALL 5HEATHING 5/6' TYPE 'X' DRYWALL METAL LATH I W/TEXTIRED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH J' THICK 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE: NT9 UIOOD SHEATHING UIRB LAYER M, STUCCO WRAP 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER FASTENED TO SHEATHING • T' OC. MAX.METAL LATH -------- !' WRB LAYER M, j' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATH.. 6'SELF-ADHERING METAL LATH FLASHING ._ WR S LAYER 7, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE 2 CORNER BEAD (FASTENER t SPACING_ a l' cv N CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WOOD SHEATHING. WRB LAYER 01, I{ STUCCO WRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) ' WRB' LAYER 'I, STUCCrP WIRE LAYER 4, FORTIFIBER - BUILDING PAPER( .X' i METAL LATH K , THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING N ;ILL DRIP CAP WINDOW FLANGE 15B CASING BEAD @ WINDOW ( FRAME, NO BAND) MA1I 1441 N. RONALD REAGAJBLVID. ORLANDO, FL 327PH: 407-774-607FAX: 407-77440www.abdesigngroup AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813AM2628 FAX: 8134I86-2802 stmDrv. dR: LOT S ILVERADO LOT# 11 BLK# 16 PROJECT# 03719.000-11162 *ODEI: 2795-CAMDEN" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B OO D 05/13/21 SCALE: 1/4"=1'-0" SHEET WA3 Y.GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATI-IMG CASING ]BEAD PLASTER TO TRIM METAL LATH � IX TRIM MEMBER WRB LAYER 01, • STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 02, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER W2, FORTIFIBER BUILDING PAPER = WRB LAYER 01, STUCCO WRAP METAL LATH i THICK, 3 COAT CEMENT :, WRB LAYER °2, FORTIRBER S�CY�gp WRB LAYER sTUCCO WRAP PLASTER € i BUILDING PAPER 1 6'SELF-ADHERING >s METAL LATH CASING BEAD FLASHING = VINYL ANGLED EXPLED �� THICK, 3 COAT CEMENT OD FLASHING OR PEEL 4 STICK CASING BEAD ' SIDING TO STUCCO , CVIEW LARITY) `PLASTER CASING BEAD 18 DRIP CAP (CROSS SECTION) WINDOW FLANGE WRB LAYER 01, STUCCO WRAP VINYL ANGLED ' °IOOD CONSTRICTION CASING BEAD BEYOND WOOD SNEATNING WRB LAYER 02, FORTIF15ER BARRIER,� W TNER RESISTIVE BUILD\ PAPER WEBR81871vE\\ 1 i METAL LATH i .�J; 1 !x T slDul, SELP-AOWRIWS \ IL J' THICK, 3 COAT CEMENT of I ai : I a FLAWING. L 1 ki DER �8187tvE PLASTER ' ) VSELF-ADHERING \ STARTER STRIP / \ \ \ \ UFATWERR RESISTIVE FLASHING ;. ',r 1 I ��_ LIMGaDFERRYs GALVV METAL LVD META.'z' FLASNNG DRIP GAP i FLASWINGS DO NOT CAULK OR I Y' X &' SIM LATED � nloeulw TRIM TRIM ��R WINDOW FLANGE CASING BEAD Ca? WINDOW / N Tw R (FRAME, W/BAND) `;� , DR �,T 15 C ARIr� CASINO, SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER al, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFISER CONSTRUCTION BE olroD s6' RING BUILDING PAPER i 1 I WRB LAYER 01, WOOD NBaTNMG f ' >}THICK 3 COAT CEMENT ; STUCCO WRAP WEATHER RESISTIVE I I WEATHER RESISTIVE BAaRIER � � � \ BARRIER q TO LAP PLASTER WTNER RESISTIVE / S' MIK ABOVE TOP ! \ 'Z BARRER -2 OF FLA814W. WRB LAYER 02, FORTIF15ER u�iX THY LLAP Som VINYL ANGLED I i BUILDING PAPER WEATHER RESISTIVE 6'SELF-ADWERRNG 1 BARRIER CASING BEAD ; METAL LATH FLASHING \\ / BAR TIER �SISnVE VINYL CASING BEAD i STARTER STRIP \I THICK, 3 COAT CEMENT AL DO NO CaILK OR I Z FaAlLING. (EXPLODED VIEW FOR PLASTER �' '' SEAJ NOT c m oR / CLARITY) GALVV METAL /�' WE.AT14LM RESISTIVE 'Z' FLASNMG BARRIER -1 TO LAP ui3oo6 TRIM MEMBER 0Fi'•aF ABOVE OP E_z ]BEAD vwrL CASIIJG ` UI_AeEEDR (WAX' FLEXIBLE F'VC / U�S BACKER ROD) \ ! ' SELF-ADFERNG CASING BEAD ® RAISED ` FLAWING ara ` I 1 ♦ BAND (FRAME)WEATWERWE 7FLnaN 7�L'ELF-"� 1 _ CEI'1ENT 3GOATER \♦ •�-';; 1 OR .APPROVED SEALANT RESISTIVE 117A It BARRIER DER SCALE: 1 I/Z' a I'-0' WEATFER RESSTIVE E-Z BEAD VINYL CASING BARRIER .1 (WPX'FLEXIBLE PVC DA.CKER ROD) SIDING TO STUCCO WEATHER RESISTIVE BARRIER R ® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — 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 SEALANT WINDOW FRAME J' THICK, 3 COAT CEMENT PLASTER METAL LATH -8 WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/V FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP CASING BEAD TO WINDOW 9' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER'1, \C: STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING ((����\/ (Wl-%* FLEXIBLE PVC BACKER RA 2X FRAMING MEMBER .APPLY FULL BED OF SEALANT BETWEEN 11 FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IDESIGN G BY: A.B. GROUP DG INC. 5438 BECENTER BLVD. 004 TAMPIDA 33634 PH6.2628 FA86-2.2 SUBDIV. & LOT: SILVERADO LOT# 11 BLK# 16 PROJECT* 03719.000-11162 �oaEr.: 2795-CAMDEN" GARAGE SWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 15,a MPH EXP B *__-j1-*4-4-* F-PRINTDATE:05/13/21 SCALE: 1/4"=I'-O- CASING SIEIEET 00 WA4 moumrm —ES MEE TAKEN IN KEEN THE VEM PROPERLY I', C PND 1P SHOWN IN OALVANZED AJ(YIED. VENT PNPE M SEALED IF UTILIZED NAIL INPEACE USWO 1-1M' NALS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIEDMALLSHINGLEEDGESNE THE CUT OIR TN GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENRRE PEPoMETER AS REIX ENDED IN SEVERE WEATIER COASTAL SHEATHING. SIZETHEOPENINGINACOORONK:EtlNTHTHE CONSTRUCTION ZONES. CHARTSHOWN. IN THE EVENT AMECHMICAL VENT FAN IS USED. SVF THE VENTOPENNG IN AOCORDANCE WITH VENT FAN MANUFACNRES PPING CONNECTION INSTRUCTKELS. DO NOT CANT INTO TRUSSES OR RAPIERS WTiEN CUmNG THE OPENING IN THE ROOF. RTIR IN IM R M REMOVE IRRERFERING SHINGLE NAILS ARONAIu- PERIMET OPENNG THAT THE NAUNG FLANGE aF THE VEM lArS FLIT TO THE ROOF SIEATHNG. sUDE THE TOP AN) SIDE FIANCES OFTHEVEM UP AMD UNDER SHINGIEs. ALLOW THE eOTiT]M YENTFLMIGES TO LAVW I I THE TOP OFTME SHINGLES. IF -III E o� ROOF HOOD VENT DETAIL SCALE: NTS CUT aT. •1• APPROVED HOUSEMPAP Ovm NEATNNG &vm ID STUD WALL STEP 1 FL4M012 OVER NALING PLYC! JATle I• EELGTU SILL REXIOLE RASNNG DO NOT SEAL EOTTOM FN STEP 6 TE3'FORARLY FOLD -LIP 4 SEC HOUSELLRAP (O TICK RAP UL At MEAD FOLD MOUBM N AT JA ES I SLOPE SILL R STEP 7 ,�„ r4-4jf4 M ft&A ASPHALTPLASTCCEMENT MOLDED MOUND BASE OF PIPE AEID OVEA FIANCE ALFLASHING UV M. EDGE OF S&L P.O. TrAbIM ECALN MW EDO&,FACED NALe.erAFLEe) INSTALL OUPLNT F E)dRAP AS n FLA6MNG AT THE FOLD HODS YRAP Dow ( TAPE DIAGONAL CUT I ACMO66 MEAD a WNOO U PLUMBING VENT DETAILS SCALE: NTS 7F SEALANT AT MM AND MEAD IPPLT TO BACK. JINDO I NAILING LAWA N LINE IW 'RE-NNCMEO IDLES OR 91.0m INSTALL i• WIDE ADMENVE - BAGTED R"ELE FLA&WM MATERIAL OVER DRIP CAP JONT(PRDTECTO-SRAP ET-20 L - EGUIV) STEP 8 '11� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 SS' V. W VALLEY m SN CR HEAVIE UNDERLAVMENT ASPHALT -� ROOFING CEMENT I FASTNEM INTNN OF CENTERUAE �-EXRtA FA51NER51N EN] �' SNNOLE �E)REND END SHINGLE AT LFMT IT BEYOND VALLEY CENIERLIME — CUPPED OFF 'DEGREE: 2 �NNOLES TRIMMED2'BACIE � FROM VALLEY CENEERMNE ROOF VALLEY DETAIL SCALE: NTS APPLY 061 wu (O EQUAL) SEALANT I FLUID ATLIED PLAIIHNG (LANGO UNITE -SEAL IC-N OR EOUA-) SLOPE SILL TO EX IT N THE CONTACTORS RESPONSIMILTY TO VERFY THE COMPATISILMY OF ALL PRODUCTS INCLUDN'i MOUSEYRAP, SEALANTS / SELF-ADIERNCa FLASNNG MATERIALS USED DURING CONBT121CTICK 2. INSTALL ALL MATERIALS PER MANFACIURERS UNTTEN SFWFICATRM SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JONTS WITH DOW lift FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE. R SCHEFE SHOUN SHALL BE IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE USNDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT L IT IS THE CONTACTORS RESPCNNEILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS, NCLUDNG SEALANTS . SELF-AC*4 RM E4ASHND, MATERIALS USED DURING OQMTIIIGTION 2. FL.AOMNG AT EXTERIOR AI ROUE AND DOOR OP94WA SMALL BE INSTALLED N ACCORDANCE WITH MANFADT REIRS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF MC RW3A U N ACGOR®ANCE IUTM FENESTRATION MANFACTUnERB INSTALLATION AND INSTRUCTIONS, UTAR�Gs.BEA.ANT6 MAY REACT ADVERSELY F NOT COMPATELI_ WALL FLASHING INSTALLATION DETAIL (MASONRY) 6CALE. NTS 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 do DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONi CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8138662802 SUBDIV. X LOT SILVERADO LOT# 11 BLK# 16 PROJECT# 0 719. 0-11162 ] f0DEI: 2795-CAMDEN" CSARACE SIIII LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH E b DAA 05/13/21 SCALE: 1/4"=1'—O" SHEET WA5 / \ I 1/8, TEXTURED FINISH a WOOD, / /------------------------- W' TEXTURED , -------' �.------� ------r'- --- --------- ----- 2x6 SUB -BANS + ;, —W/1'x4' ' FINISH • CMU , NOTCH METAL LATH / ----- - - END, WRAPPED IN METAL Fascla wRAP wooD SHEATHING PEEL 4 STICK ,! oR ctv � 01, DRIP EDGE D SUAIRAP(FRAME ONLY) I \ WRB LAYER n, FORiIMBER E-------------------------------------- I -------- V l/8' TEXTURED I \\ BUILDNG PAPER (FRAME ONLY) FINISH a WOOD I \ 2X6 sue LAND 'n ROOFING. CEMENT 1/2' TEXTURED � \ FINISH a GMU \ \ DRIP EDGE \ METAL FASCIA WRAP Ya' FROM \ \ ©FLAN N 5 METAL KICK OUT J STUCCO, IFROM \\ ---------------- ---- ---' WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY �11\ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK(BEYOND) /— \�� 00 \` \ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ` 11/8' TEXTURED FINISH a ��\\\ /WOOD, 1/2' TEXTURED FINISH a CMU // / 2x6 SUB -BAND W/I'x4' NOTCH a / END, WRAPPED IN PEEL 4 STICK ®E L E VAT I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL/4N ,4 PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/J4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x -: x x x x x x x x x x x x x x x x x x x x 7`x x x x x x x x x �GT2( x X X .. SUB BAND DETAIL (& WALL W /KICK —OUT LME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a 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 SUS -BAND WN4"x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAK 407-774-4078 www.abdesigngmp.wm AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 30D4 TAMPA, FLORIDA 33634 PH: 813S86.2628 FAX: 813886-2802 9UBDIV. tie LAT SILVERADO LOT# 11 BLK# 16 PROJECT# 03719.000-11162 1fODEL• 2795—CAMDEN" CSARAGE 13 IMG: LEFT PAGE: WALL ASSEMBLY DETAILS 15 M EW. PpMr 05/13/21 SCALE: 1/4"=1'-O" SHET=A6 dd ^ �? 50'-0" SLAB 19'-4" wj AL — I - III • --- TE-1 —----� — --jT —FM-16318 — — ---� F—` 4'44" , 3'-2" 3'-2" 10'-4" 8'1" F2-30X30I 1 m 4" CONIC. SLAB m wa �` a w F- PVC `CHASE `CHASE Ft-30X30 Y I -31/2$ I oz 1 v ,., 09 ��\�` 1" PVC CHASE jobti FOR ELEC.@ EXTEND• FM-i6Xi6 ISLAND 9' SLAB 1 1/2" 1 LL < I TOP OF*- SLAB L ` ml LL F TE 1 12 4 m Im I If o LL 1.1 I I 20'-8" 29'-4" I I I I I .I I I A4i TE2 I I. I I I I I I I L— L-- IL 1 — — — __LE — — — I 7 -51/2 5 7-3" I� 2 2-8 2-8" ,.1 5-6" �T I � o - I 10'-10" EXTEND ,.1 18'-10" ( , SLAB 1 112" v 17 M-16X18 I in F1-24X24 FMC-16X18 11" 3' 5"1♦-0' I I ILL " CONC.. SLAB _ 2' 16'-U, 2 -0 . 2 q 4 arc Im O a t4 ILL I18 7'-0" 3'-2" T " FM-16X18 -71/2�y q Y �I L�(r 1.1 l F7-24X241�I — — — _ _ _ FM-16X18 _ _ TE-1 1 — — N I — L 20'-0" 9'4" 7'-8" 1 T-T 50'-0" 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. i 1 0INDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" ORS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VWJM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB 1 THICKNESS I REINF. I REMARKS 6x6 W1.4XW1.4 OVER GENERAL 1 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3W LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 18' - (2)#5's FMC-16Y18 16, CONTINUOUS 19, - 2) Ws #5 IN CURB VARIES F1-24x24 24" 24" 17, (2) #5's (2) 's (-)8" BELOW GRD TE-1 8" SEE PLAN 8" TE-2 8" SEE PLAN all - (1) 's (-)0•-p• CWC-12X12 12" CONTINUOUS 17' - () 's #5 IN CURB VARIES Ft-30X30 30" 30' 1T (3) #5's (3) #5's (-)8" BELOW GRD F2-30X. 3C" 30" 17'(3) #5's -)12" BELOW GRID FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813,SW2628 FAX: 813588-2802 sUBDIV. ee LOT: SILVERADO LOT# 11 BLK# 16 PROJECT# 7 .00 - 62 *ODEL• 2795-CAMDEN" GARAGE ST►IMG: LEFT PAGE: FOUNDATION PLAN %150 MPH EXP. B DAPANT 05/13/21 SCALE: 1/4"=1'-O" SKEET s1 30" MIN. EACH WAY - MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED ,-. STEEL REINFORCING IN GROUTED •� CELL SEE PLAN FOR SIZE AND Q 0_ CELL SEE PLAN FOR SIZE AND v • �� d SPACING REQUIREMENTS SPACING REQUIREMENTS �W m� W J j a QI .•��_ FM °. - Z 8" CMU WALL O B" CMU WALL • . CORNER BARS, SAME SIZE AS LARGER BAR I O Z ro +- 0'-0" , IN FOUNDATION WITH 30" LEG EACH •I WAY A7 ALL CHANGES IN DIRECTIONS TOP OF SLAB ° - - - - TOP OF SLAB LAS I . °� SO THAT THE STEEL REINF. IS CONTINUOUS • ., ° Ir MATCH AMOUNT OF CONTINUOUS BARS ° • ° EXT. PORCH SLAB ° 1 SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) - • EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE I>I, CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 117, ISOLATION ,, • JOINT (WHERE • • 6 CHAMFER (25TORY) +8 #4 2q• W/ 11Z ISOLATION I 4" CHAMFER (1STORY) l� - ° -' 6" CHAMFER (2-STORY) ° APPLICABLE) z SEE SCHEDULE #5 30" JOINT (WHERE JOINTI APPLICABLE) Z_ • • EE SCHEDULE ? WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY' AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO 47 1 42" v EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SQALE: 3/4°=+'.�• 2 6QALE: 3/4°=+'.�' GARAGE CORNER BARS DETAIL @ 9 GARAGE DOOR LAP TOP PLATE A MIN. OF 4W AND NAIL W/ 16d COMMON W RECESS NAILS, 2-ROWS, V O/C BTM. VERIFY HEIGHT g j LAP TO OCCUR OVER STUD OF WALL W/ PLAN U) W 8+ W= 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING /n N W WALL W/ SYP O a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGE BTM. PLATE _ CURB FOR W NEW REINF. BAR O 0- SECURED Wl2- PART a g I EPDXY. MIN. EMBED 12'k9" WEDGE ANCHOR W/ 7• TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/Z' EMBED. MIN. @ 16' OC MASONRY UNITS SET '- �'0, AT ELEV 2" CAPPED GALVANIZED PIPE Q 8, UNO SIMPSON SPH4 OR SPH6 MAX. 0'-(P W/FLANGE @ BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE M SPECIFICATIONS FOR ANCHORS W/ 10d x 1 1/2" b = m U AND COMMON NAILS FILL ALL 4„ PSE REPARATION OF HOLES, DO NOT USE 10d W Z jr HOE. x 3" It SLAB SCHEDULE SLAB RECESS AROUND GARAGE (4LANGE70 SLAB W/(4) 1/4" X 2 1/4" o O} [SEE +_ 0�{7^ TAPCONS O'QO Q TOP OF SLAB a DOOR OPENING SCALE: 3/4-f-0" 4" CHAMFER(1STORY) - 6CHAMFER (2-STORY) EQ. EQ. EE 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 r�INTERIOR CURB FOUNDATION WOOD WALL 7 BOLLARD MONOLITHIC FOUNDATION 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE I SCALE 34"=1'0 (W/UPLIFT) 5 6 PLANS FOR SPACING. SINGLE SCALE: 3/4"=1'-0" SCAE3/4"=1'-0" : BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLABl W MASONRY NAIL 16•• O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 46' W. AND NAIL WI 16d COMMON SLAB SCHEDULE NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED Q LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND [SEE +- 0'-0' SPACING REQUIREMENTS TOP OF SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z- WALL W/SYP No 2 STUDS SEE i = �� ° PLANS FOR SPACING. SINGE °y4 BTM. PLATE TO BE PT. SECURE 8T. PLATE TO SLAB W/10d MASONRY NAIL j PROVIDE DBL TOP PLATE 16' O/C STAGGERED. 0- ... Q W 4 • - s ° ADDITIONAL METAL d0 U CONNECTORS NOT a EQ. EQ. EE SCHEDULE REQUIRED WHEN NO K U) O 6' CMU WALL FOR WXD, BAR SIZE UPLIFT IS PRESENT. �Z +-0-0' UNT EL n(TYP)T. P) AND BAR QUANTITY 8'OCMUDFIL FILLED CELL ,: •': INTERIOR CURB FOUNDATION WOOD WALL - - TOP OF SLAB SEE SLAB SCHEDULE _ I°FFOR 2XWALL FRAMING scALe 8l4••=r-a• (NO UPLIFT) 70P OF SLAB - a• Z Z!=— SEE SLAB SCHEDULE + IrZ DIA SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO _ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16'O.C. VERTICALLY MAX FOUNDATION AND SLAB SEE SCHEDULE FOR WXD, BAR SIZEBAR =°EDULE SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY VARIES 8' N �• FOUNDATION WOOD WALL COMBINED EXTERIOR MONO— INTERIOR FRAME BRIG WALL TO 3� 3 9INTERIOR (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALLCONNECTION SCALE.34-, 6 .c 11 SCALE - u SHOWER RECESS FOOTER 12 SCALE: 1 "=V-0" 1441 M RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774,6078 FAX: 407-7744078 w .abdeslgngroupxom L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 Of FAX: 813686.2802 SVHDIV. & LOT SILVERADO LOT# 11 BLK# 16 PROJECT# 7 — 62 ;M2795—ODEL• CAMDEN" GARAGE STUNG: LEFT PAGE: DETAILS k.150ATH EXP. B,. DATE 05/13/21 SCALE: 1/4"=1'-0" 811=T S1.1A T-6- 6,� ao 12 -00 22•-10" v m 26'-8" OD 75��•• v 4'-10" b m m 4 e N tV So N 0 (V M a0 r v V N a 4 n 4 e 0 m `t m 4 M A 71 b N a lk v '4 M N 0 5'-4" Y o m W U N J Q r � A 7t M 7'-10" o i- 4'-0" DOWEL PLAN ail 1 •_0" SCALE: 1/4" = V-0" 18'-4" 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: 813886-2628 FAX: 8138862802 SUHDIV. AC LOT SILVERADO LOT# 11 BLK# 16 PROJECT* 7 - 2 MODEL•2795-CAMDEN" GARAGE 93 IMG: LEFT PAGE: L15 DOWEL PLAN 0 H EXP. ■ r05/13/21: 1/4"=1'—O"1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z .. a � - —a—. � p TO HORIZONTAL REBAR WIIT.QDK iv GROUTED BOND BEAM VARIES PER ELEV. •- Z . a.. .. . I. a 0 0 K #5 BARS • Q m ■ roj m - 10' HOOK a f a 5 M ° =a _� ° a •IL •��•- •4 �' a CLEAN REQUIRED oz T'D O d' m FOR INSPECTION 01Z- IIc SFlo OB v � I l `. I.. �C, 0'_0 FIN. FLR. • K j O • Eli �CAL • TIE RIZONT REBAR n TO HORIZONTAL - - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. • ZIr O #3 1 18" 3�, CIMU UNIT NS m ARE NOMINAL SIZES SI OFFSET METHOD CONTINUOUS BARZE 48BARDIA # #7 4T' HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD #3 18 #4 24'• O MASONRY SYMBOLS � 3 SCALE 3/4"=1'-0" 1 REINFORCING � REINFORCING SCALE: " #B W. #7 42' SCALE: 314"=1'-0" MA 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-986-2628 FAX: 8134MW6 2802 SUHDIV. ac LOT: SILVERADO LOT# 11 BLK# 16 P1toJECT# 0 7 -1 *2795- oaEl: CAMDEN" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B DATE. 05/13/21 SCALE: 1/4"=1'-O" SHEET S1.2A FRAMING NOTES r-r---- r------ ------- ---------- --------------- ------------------ ------ I ♦ 8F16-1 T/OM/1 B 8Fl6-1T/OM/OB 8F16-1T/0M/1 B El 1 ♦ •1 6 � m 0 1 `♦ 1 m j 1 ♦ g � c ♦ AH7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8F16-lT/OWIB i 1� 1 1 1 1 1 1 1 1 I 1 s 1 I 1 1 1 1 1 1 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 i 1 m 1 to cl ~ I 2 1� 6 % `♦ 1 1 � `` 1 i UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 ♦ , OF WALL EL. T-4", UNO. 1 1 ,♦ ♦% 1 1 ` ` 1 ,` 1 ♦ 1 I ` `♦ `♦ 1 1 1 I ` I 1 ,♦` 1 I 1TOM 8 1 1Ell fjxxx?QQQQu LEI �♦" % 1 1 1 1 `♦ 4 1 1 1 I ♦ FH5 1 I 1 % I I 1 1 Y I `♦ 1 8F36-1T/OWOB :, ♦, 1 9'-4" 1 8F16-1T/0M/0B 1 r----------- `1---------t--1 BF36-1 T/OM/1 B I I ---- L— — — — — — — — ---- —J L-----1------ LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 NU (8) lDd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ iDd x i 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, PONDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8' LONG, WITH WASHER (M 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a 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 / T.O A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZE' REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING 881 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.mm AA S: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 8138862802 lStMDIV. & L.OT SILVERADO LOT# 11 BLK# 16 PROJECT* 7 9.0 - 2 b#ODELa 2795-CAMDEN" GARAGE STIIIQG: LEFT PAGE: LIFT BEAM PLAN AND NOTES k150AAH EXP. B D TE 05/13/21 SCALE: 1/4"=1'—O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8x6' 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. BOND BEAM MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL 8 �r �\,\\jHEIGHTE IleO 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. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM TYP. 8k16" �p BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1' COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �t�k VERTICAL REBAR W/ 10' HOOK POSE ��O BEAM W/ N BAR BONDTOP OF BEAM (B \O�a EACH COURSE • p 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .�_ BOND BEAM ul 30" TYPICAL ���G�\a = F FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM TOP p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM �/c SEE NOTE 5 8x8PRE-CAST CONCRETE R6-1T/1 LJ LINTEL W/(1)#50W(L2) P05�F�C'\ NOMINAL�� LENGTH OF BAR =WIDTH OF MASONRY Q� HEIGHT #OF#55,TOP OPENING-2 CORNER 6 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX- IT/IMMB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CONCRETE SCALE:34"=1'-0 REINFORCING OF BOND BEAM 1 AND XFXX-1T/OMOB INDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0'• IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1TA M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1TIOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2.4 (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 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN,-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 23/16 TAPCON .31"* PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE 300 SILL MIN EMBEDMENT 1 114") F' - SLOPE FROM EACH END AND 19' O.C. MAX. MIN 1-1/4" O EMBEDMENT 2b _ 2x8 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR 70 BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN_ REQUIRED IN ie" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKEDIN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS '4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:, 1/2"=,'-0'• C 5 SCALE: 3/4"=1'-0 3 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I - SINGLE #5 CORNER R BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I u - II II I� MAY 8x8 CMU PIER PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF, OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" � SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628-886- FAX: 8132802 IP UIBDIV. & LOT:SILVERADO LOT# 11 BLK# 16 ROJECTp 03719.000-11162 *oDE 2795-L: CAMDEN" GARAGE 81WMG: LEFT PAGE: DETAILS 1 PHANm. B PP 05/13/21 SCALE: 1/4"=1'-0" BIiEET IS2. IA FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Dd x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED Wl A 2x6 STM. 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. tzn n r r r r r r r r n n n n n r 'w El CJ3T r = ■ X N X ■ tl X X tl tl tl ■ X tl q M tl tl tl a ■ _� CJ5T n AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 A5 AH23A AR21A AH19A AH17D AH15D AH13D AH11D AH9D D1 D1 DI D DGE C CGE 22x36 ATTIC I --_-_-_-=---=I A9C ESL===== _--- I I l_ — — — — — — — — — — — — — — — — — — — J I I I I I I _ � zzzo z — z zzzx z zzz= ✓_ _ = zzx z zzz= z zo z zzzs z zzzzz zzzc z zz= z o z zs z o z I I = I I I I I I 1 L -I ==oz=zzzz===>=z PREFABRICATED ROOF TRUSSES 24" O.C. MAX =zzzzozozszzzmoz�z z ==o== zzzz=zzzzzzz=zz=z=_—_____—� z I I I I I I I I z zzzz= z L------------------ J 22x54 ATTIC =z=z===z ACCESS zz�=zz�z - - (2)HI0A (TYP @ FARING WSLL)_- 1 J wL - - - - - El -=zz==zzz-zzzz-zzzz=zzzz�zzz—zzz�z zzz�z===z = - to FH7 1 Qy� FH5 =C,J3 -= a at tl CJ3 aCjl --------1--- - - - - - - W WW W y�s FRAMING PLAN SCALE: 1 /4" = f-0" MAY 1441 N. RONALD REAGAN JBLVD.ORLANDO, FL 3275PH: 407-774-6078 FAX: 407-774-407www.abdesigngroup.c AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA4 FLORIDA 33634 PH: 8134386-2628 FAX: 813886-2802 SuaDIV. de LOT-4 SILVERADO LOT# 11 BLK# 16 PROJECT# 03719.000-11162 VODEL 2795-CAMDEN" GARAGE STIMO: LEFT PAGE: FRAMING PLAN l5aH EXP. = cam.• io' d,� �' 6A 23 :•% ,' 8 F9F • F,PGZ-*� AR NO 93723 Dw�'E 05/13/21 8CALE: 1/4"=1'-O" BiiEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT 1Od TSIMPON • "ROOF/WALLIFLOOR HTSM20 AND (4) 1 tl ' x B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #22' x 4", TRUSS AND (4) 1!4" x 21/4" SHEATHING (12) 16d x 1 }' NAILS TO TRUSS FASTENER SCHEDULE" (9) tOtl x 1 }'NAILS TO 8', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" WI 10d NAILS, 2 ROWS, 3" GONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE. A PT SYP #2 2' x 4% CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/1010d TO 1441ORLANDO, FL 3 7555• OBLVD. WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2114" PH: 407 7746078 ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL FAX: 407-774-0078 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) "x 5"TITEN HD TO CMU AND (12) SIDS Wwwabdesigngroup.com 2x SECURED W/ (3) 16d }" x 2 }'TO GIRDER AA #: 0003325 GALV. COMMON NAILS- ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, tx2 2x WOOD FASCIA (2)}" x 5"TITEN HD TO CMU AND (18) SIDS}" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3•' TO GIRDER DRAFTING BY: 12' O/C FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH A.B. DESIGN GROUP AND APPROVAL GALV. COMMON NAILS. (2) k•. x STITEN HD TO CMU AND (18) SDS k x 3" DRAFTING INC. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. GALV. COMMON NAILS B�'M ENSURE THAT CELLS ARE GROUTED SURE 1004 MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS TAMPA, FLORIDA 33834 SEE SCHEDULE PH: 813886-2628 A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LES (1 PLY) A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) TITEN 2 ANCHORS MIN. FAX: 8134386-2802 B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER 8 2' APART C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LES (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE: 3/4"=1-0 2� �R 2C TYPICAL ROOF J GIRDER CONNECTOR(S) 4 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4-U'O.C. (AT SHEATHING W/ 10dx112 HOG NAILS 0•4" TO 30'-0" (1) "X" BRACE SEAMS) PER ELEVATION @ EACH END- TOTAL OF 10 30'-l" TO 60'-0 (3) "X" BRACE Ll (1)'X' BRACE @ CENTER SECURE l 1 PT. PLATE FLOOR B'-O" MAX (W/1X4) TO BILK W/ BOLT DA GIRDER FROM CENTER OID ND EQUALLY ANCHOR BOLT W/IG OR 1a-a' MAX (wrzxa) WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32' OC PER ELEVATION MAX • lx4 DIAGONAL SECURE GABLE TO 2x8 PRE-ENG GABLE TRUSS PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE WJ 12tl's e" BRACING, SEE O.C. MAX STIFFBACK (AS PER 5B'• GYPSUM BOARD OR 1/2' HIGH PLAN FOR LOCATION TRUSS ENG) STRENGTH CLG. BOARD o U a MAY NOT BE CONT. 2x4 SECURED W/ iv a REQUIRED (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE 16tl TOENAILS 10'-0" O.C. MAX. BTM. CHORD OF DOUBLE TOP PLATE HTT4 W/ 5/8" AB. WITH WOOD ROOF TRUSSES CHEDULE FOR MIN. T' EMBEDMENT O ;� TO SLAB 8 (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST.,AV — SE BSOND BEAM REQ x WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB • BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE • i! PROVIDE BLOCKING 1.4 BTM. CHORD BRACING 6-U'O/C END WALL OR OTHER 12" GYP. WL BD. - MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN d • * •". •-'� COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. 6 BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: =10 8SILVERADO� a, SCALE: 3/4"=1'-0' GIRDER/WOOD POST CONNECTIONS # 5 60ALE 34=,'-0 LOT it BLK# 16 PROJECT# FLOOR TRUSS CONNECTION @ L.B.W. >I�(o719. -1 2 14 NOTE: 5' EDGE CENTRAL 2795-CAMDEN" SCALE: 314"=,•-0' (NO UPLIFT) A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM SPACING SPACING w- W - -NOTCH DEPTH 1/4•D HOLE EDGE >5/8' HOLE DIAMETER 2/5•D SGL. STUD OUTER 113 OF SPAN ONLY LEDGER TOTRUSS. U�1310 y,I(ItEmm `7 `7 SEE SEE ss oR T GARAGE B�IIKG: /-*;;v HEDULF SCHEDULE SEE FRAMING PLAN LEFT PAGE: . DETAILS SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W THE USE OF ALTERNATE MATERIALS MAY BE 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE PLACED INTO GROUTED CELLS, 8'ALL AROUND BOLT. FOLLOWING 1 P B - Z 2. END OF FRONT AND REAR LEDGER SHOULD °D g LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES A OLE EDGE>5/8'• °D CLOSER THAN 8' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE - 1 EMBED (22) t6d GALV. COMMON NAILS AND (8) t6d GALV. COMMON NAILS. DIA. x 3•• MASONRY SCREWS MAY BE USED, B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO �/ • •)/ •� EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. -• C_ SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D -SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3tf- SIMPSON TITEN BOLT/J-BOLT, 5' BTM. HOLE DIAMETER MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. PLATE <3/5•D DBL. STUD E - SIMPSON HGUS2&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 ATTACHMENT DETAIL STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGE&VZING CENIRM.SPACRN9 A DOUBLE 2x8 12'• 8' O/C 15' O/C B DOUBLE 2x8 34, 8' O/C 24" O/C C DOUBLE 2x10 12'• 8" O/C 18' O/C D DOUBLE 200 3/4•' 8" O/C 24" O/C E DOUBLE -10 3/4" 6" O/C 18' O/C F DOUBLE 2,12 6., O/C 12' O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 •: FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE •o SUBJECT TO F1 AND F2 FORCES. 3 jfq f • apt ROLArD A AR No D 05/13/21 -'�ALTERNATE MATERIALS SCALE: 1/4"=1'-O" �1 SCALE: 3/4"=1'-0" AND BORING LIMITS WOOD LEDGER DETAIL BST O O SCALE: 3/4"=1'-0" S 3. i 1LL `1 A C) SCALE: 1 12"=1'-0" .FJ1 FLOOR DECK cm i 2x6 PT TERMINATION 20 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 1U-a' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0" SIMPSON H6 W/ (8)Bd COMMON NAILS 21 STUDS 6 MPSON H6 WI (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ IDd x 1 GIRDER TRUSS 1/2" HOG NAILS WALL /FLOOR FRAMING, n TRUSS PARALLEL TO WALL L SCALE' 3/4"=1'-0'• PLYWOOD SHEATHING, SEE SHEATHVALL/FLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. W (2)12d TRUSSES 0e 24" O/C, TOE NAILS EA, SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL EL SEE SCHEDULE (2) SIMPSON DTC CLIPS WI (2) 3/16" X 1 3/4" FOR BOND BEAM CONCRETE SCREWS INTO RED' CMU AT BLOCKING W/ 1/4" e" CMU WALL. MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO BOT. OF . VERTREINF. WALL BRACING AT BLOCKING NOW BEARING EXT. WALL �3 — �/ SCALE: 3/4"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d Q 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 NOTE: @ TOP OF FLR TRUSS BRACE W/ (3) 12d Q EA. 4'-g- O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG a 3' O.C.; NI 2x4 BLOCKING @ EA. BRACE. STRUCTURAL SHEATHING TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF TOENAIL INTO TRUSS W! (4) 16d NAILS EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) ) COVER 5 TRUSSES) CENTERLINE OFF 2c6; 0 1'-C MIN. FROM 2ND. FUR. FLOOR DECK "X" 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. wl (5)12d NAILS 0 EA. END LINE 2x6 CONT. W/ (8)16d NAILS 0'-0" TO 30'-0" (1) BRACE 30'-l" TO 60'-0 (3) "X" BRACE DBL 2X8 LEDGER MI Bd RING SHANK NAILS @ 4•' O.C. MAX BT. OF FLOOR TRUSS (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS IT CMU WALL TO CMU W712" EXP. BOLT INTO BLOCKING (ST. 2X61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND REINF PER PLAN AT 16" O.C. AND 8" FROM SHEATHING NAILER) FROM CENTER TO END. END W/ MIN 5-12" EMBED. 16d NAILS @ B" O-C. MAX 1X2 FIRE -STOP UPRIGHTS OVER 4'-1V HIGH (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC 4. PER ELEVATION PER ELEVATION PLYWOOD SHEATHING, SEE z NAILING PATTERN "ROOFANALUFLOOR �= SHEATHING U p� p,Q FASTENER SCHEDULE" N t PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR PER ELEVATION DETAIL FOR STRAPPING INFO. 24" PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD ONNECTION PER 2x4 P.T. CEILING FLOOR TRUSSES (SEE - FLOOR TRUSSES (SEE MFG. 1x2, 2z WOOD FASCIAfENG NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) SEE ARCHITECTURALRUSS MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16d D WOOD 12' O-C. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. SIMPSON HETA-16 @ EVERY TRUSS (VERIFY GALV. COMMON NAILS. 24"O/C, 1x2 SECURED W/10d P DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16® W/TRUSS PLAN) GALV. COMMON NAILS CON7. 2x4 RAT RUN 12'O/C VAL ED W1 AT TRUSSES PARALLEL (VERIF37'0YW/TRMAXUSS SECTION DETAIL EACH TRUSS(2)12Cs@ MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS ,__),TO J scALE:3/4"=r-n' PRE-ENG FLOOR TRUSSES 6 WJ HIP RETURN scALE:3/4"=1'-a' SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES --- STRAP TRUSS TO PL PRE{NG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION IWO ION I i FOR STRAPPING r sm Q VERIFY PRE-ENG ROOF TRUSS SECURE 216 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/6, GYPSUM BOARD OR 1/2" HIGH W/ V7' DIA ANCHOR BOLT W/ 2" - - A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x414x6 SYP NO. 2 WASHER SET IN HIGH U <9% LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 218 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's B" O.C. MAX GALV. NAILS EA. STRAP 2.4 OR 216 WOOD BEARING CONNECTION WALL W! SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1!2' GYP. WL. BD. AND TOP PLATE ANCHORS W/ CONT. 2x4 SECURED W/(2)10d's@EACH 10d x 1 1/2' COMMON NAILS FILL ALL HOLES, DO NOT USE SECURE ST. PLATE TO SLAB W/ 1/2k9" WEDGE ANCHOR W! 7' TRUSS TO BE INSTALLED @ 10%9' O.C. MAX. 10d x3' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16" TRUSSNVOOD POST CONNECTIOY 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRJUSgTO POST CONNECTION SCALE: 3/4"=1'-0 a A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. -• ' B - SIMPSON HTS-ITSU < 1310 LBS W/ (20) lOd GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/49c3'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST %1%�TRUSS CONNECTION @ L.B.W. POST TO BLAB CONNECTION `�Q `emu SCALE: 3/4"=1'-0'• A&B - SIMPSON ASU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6•' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W7 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U4,565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLAND0, FL 3275O PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFRNG BY: 1044 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1O04 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813-886-2802 SVHDIV. ae LOT: SILVERADO LOT# 11 BLK# 16 PROJECT# 03719.000-11162 )1"279ODE5L -CAMDEN" GARAGE STUNG: LEFT PAGE: DETAILS 15 PH E 77 DwT'E 05/13/21 SCALE: 1/4"=1'-0" SHEET S3.1B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) Di 15/37' STRUCTURAL SHEATHING EXP 1 132116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32' 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 Bd RING SHANK, 23B" 0.113 170,000 RING RINGS F1667 SCREW SHANK (16-20 PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8„ 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/Z' CDX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: Sd NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 8d NAILS @ 4" O.C. ON EDGE AND 4" 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 Q) Z Q z � � W Y QO �O K Bd RING SHANK GUN NAILS @ 4" O_C. TOP & BOTTOM EDGES .. TYP, EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING Z= F 0 _0 3 m 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 @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16,00 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 C#8 7' DECK SCREWS @ 6'S" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GABLE -END wP RIDE A=f ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PEP (27.98) ZONE 3 = 33.53 PEP (43.531 "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:"B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPRICATION SIZE TYPE 9PAgNG REMPRKS gPPUCAigN SIE TYPE SPAgNG REMNtIte 1.- 11 TO MASONRY/OJNC. CARE HCROENFD OCIL tt?LONG. B•OC -I-- TAPCON ltAG"JlBiY SIEIEP A, PC ?EMBED.. a^EiO qST., ?EWEgST. SGDPAL. IXT. DOORS CASE NMNENEDCgI ?LONG. YO,C WEiEO N9NOOWDOOR/Fh9TENE0 INTO MA90TRYp IC. WROOE DOIXt &Iq( TO MA9JNHICpC. �� ASN -T I6'O'C lie IA) qC (1?qAI EMBED. <'EMl G'EDGE OiSTgS GSE HN2DEPED OpL NOOwWIXU FAHTENm METNSTRAPTo CONTACT THIS ENGINEER FOR SPACING �P.9EE lugO 4 L11?LONG. MAEO— MASONR.1DON0. REQUIREMENTS EXT. SLANG DOOR 4Jgt3Pi, SEE NOlE6 (2)­ TAPWN' FASTNER tS O� g9i11.?EM BEOSENO. ,tt?EDGE qSi. NONEF udc YIOOO TO WIK.SUB WI T09NO014 SEE AGGFAE < EIiD�Ep _T t? R .TEWL.. VW WASHEA� NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA & 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. WINDOWAND DOOR BUCKS SHALL BE AS WDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND ZX MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES- ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33ON MAXIMUM AGGREGATE SIZE SHALL BE 3/C STRUCTURAL DRAWINGS SWILL BE USED IN COAL UNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NRENTNUNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN TO ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020. 7th EDITION p(LE%POS®EDGES OF CONCRETE ARE BECHAAFERED 3I6'_ 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 -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS pRAyylNGSSEAMS LAPPED 6 INCHES AND SEALED WTH ADHESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 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 -NARK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING 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 CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1054/A1D64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS_ MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-W OC, EACH WAY. TO SE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO NARK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD non -con .1, REVIEW TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -once m #5 BAR - 30' 97 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' X 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSUASCE 7 88: 1990, 15 pd TOP CHORD 20 sI TOP CHORD p (7 psI ASPHALT SHINGLES) patty/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. B 70M CHORD 5 sf BTM CHORD BT5 P THICKENED SLAB,BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOADAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING AND: DEAD LOAD FBCSPER20150 MPH 3-SECOND GUST (NICE EXPOSURE B, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 00 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS' 5OW,, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL V�' LE GARAGES' 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4 MASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE ftn = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUST CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW LAGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPEGFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 31B" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF B" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DDO PSI, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)-, U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE 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' * PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHAD. COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMAIEN WATER IS ADDEDTO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH 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 TIME CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. IAA FOR 45 AND SMALLER 2' FOR #6 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1412' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE 8, Fy = 46 W. 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 WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD_ ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA Il: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 op FAX: 81.3886.2802 19TJ13DIV ac LOT SILVERADO LOT# 11 BLK# 16 03719.000-11162 ROJECT# ]MODEL: 2795-CAMDEN" GARAGE SNWG: LEFT PAGE: DETAILS 0 H . B A L—% jaw" A• • DwR1E� 05/13/21 SCALE: 1/4"=1'—O" SHEET SN1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J_CHF 1"j' MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) J, w n[=TAII n J-L;NANNtL FASCIA FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ IA TAPLESINSTALLEDHRU SOFFIT AND -CHANNEL AT NAIL HEM ND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 0 STAPLES INSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT --'I (DJ -CHANNEL - ill nFTAII P J-L;HANNtL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PANT' SPAN ll-- SEE DETAIL WA SEE DETAIL'E'— — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END SAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOODAnft (NOTE:1) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END m BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING (TRUSS/JOT / BY OTHER EMB. WOOD BATTEN O v DETAIL B J-UlANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O 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" O MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEMIASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 0 J-CHANNEL- i„ nl=TAII r J-L;NANNtL BY OTHER NSTALLATION SCREW, 2-1/4 BATTEN ATTCHMENT EMB. FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 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. ltfig?iiii . W,fi- ii• s i � g �•• 13.519 EAVE WIDTH ••• �� 4 3.625 375 3.625 .375 3 .66 (ROOF OVERHANG) 5 \ .08 .03 12 "-CONCRETE; Og CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAK 407-774AO78 wwwabdeslgngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 81348G28 FAX: 813S8..2 do rUBIDIV. e= LOT: SILVERADO LOT# 11 BLK## 16 SOFFIT DETAILS * Li*F'01* n T? 05/13/21 SCALE: 1/4"=1'-0" SHEET SD1 v,6 up 40 6