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Home My WebLink About7338 Steer Blade Dr4- 2 7 9 5 99 0 9CAMD-E-N--9 FOR: B 0, R, HORMN �AsLy'�p�;y WiYH PREVAUNG 3 tl ORDINANCES � ZPPHYRNILLS II is REVIEW Cwt MA111 CITY OF ZEP��f�� c Str4lV;tViIJNER 12602 TELECOM [DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nn= $U11,p1�jG CJDS, �grfW, ABV. ABOVE LAY. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 'M eD T (gyp) -� I L �,�� COM -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - vB •WWII. INTERIOR FR'RSH - CLASS B -BASIC WIND SPEED - Valt=150 MPH Vasd=116 MPH -E%POSURE - B •1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND SPATE CODES AD ADJ. ALP. BD CL CAB. CLG. CLR CONC. CPT. C. D DBL. D.O. DNA, DIM. OISE, DR DR. D.S. DTL. AW, ELEV. EQ. EXH. EXT. RG/FX. F.G. AIRCONDITIONINGLUMMC, ADJUSTABLE M.C. ALTERNATE MFR. BOARRDD E MT, CENTER LAB MTD CABINET MTL. CEILING NT.S. CLEAR GC CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLr. DOUBLE PLYWD. DUAL GLARED P DIAMETER PT :r. DAINSION R. DISPOSAL RAD. DEEP RA.G. DOOR REP. DOWNSPOUT RM. DETAIL R.U. EDIISHWASHER ACH SD. ELEVATION SEE EQUAL SITE. EXHAUST SH[xG. EXTERIOR SHWR FIXEDGLAss Sm FUEL GAS SL. LUMINOUS MANUFACTURERCABINET MANUFACTURER MINIMUM ME THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUr'I'ON PHONE PLATE PLYWOOD P PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING �IDCOEEESTTD SINGLE HUNG SHEET sHEnTFRNc; SHOWER SIMILAR SLIDING /* CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION M/Jggg ADDED 150-C ENGINEERING PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2B-FRONT AND REAR ELEVATION "B" PG A3B-LEFT AND RIGHT ELEVATION "B" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 01/25AS — ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 01/25/19 FIXED DIMENSIONS FOR STUDY AND DINING ROOM /02/19 REVISE . �� 10/14AS I UPDATED LED LIGHTS PER DR HORTON 10/30/19 UPDATED LED DETAIL BUBBLES PER DR HORTON 11/06/19 ADDED FOUNDATION ON GARAGE BEARING WALL 01/0W UPDATED 51MPSON GCIVNECTORS IlA. USP n,MW ADDED 150-0 ENGINEERING STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 SQ-FP. CALC. S RcMOVEO STOPE CAP NOTE ADDED FOAM CAP ON ELEVATI INS 3/"0 ADDED FRONT ELEVATION F' PER D.RHORTON IST BOOR LIVING 2.836 9Q. FT. GARAGE 619 Sa FT. ENTRY 65 SQ FT. COVERED LANAI 193 SQ FT. IA4120 CHANGED ROOM NAMES PER DR HORTON 01/21/21 REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE 01/21/21 REPATHED XREFS POR THE 2020 FBC A.B. DESIGN GROUP, LLC. TOTAL 3,113 SR FT. FIN. FLU. FINISH SI.. GL. FLUOR STD. SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SUNS SHEAR WALL LONGWOOD, FLORIDA 32750 FTC R FRENCH DOOR TEMP. SECTION Tel: (407) 774-6078 GA. GAR. BEST. GAUGE TFIC. GARBAGE DISPOSAL T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 GFI. GL. GROUND -FAULT CIRCUIT T.O.P. IN'PFRRUI'"CEIt T YP GLASS TYR TOPOFPLATE TOP OF S TYPICAL LAB STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED H.R. HOSE BIB OTHERWISE H.C. HOLLOW CORE VP. VAPORPROOF HDR. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER InNSUL..R"r ,NSUULAATION HT WD. w oD PG S1.2—DOWEL PLAN THE BUILDER ASSUMES ALL LIABII[TY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ENT. INTERIOR `9DW wi WINDOW WROUGHHTi HEATER PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FRAMING PLAN PG S3.IA-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1B-DETAILS 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 PG SNl -DETAILS PG SD -SOFFIT DETAILS 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 RFPs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCITON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813366-2628 FAX 813886-2802 stmDly. ae MT: SILVERADO LOT #2 BLK 15 PROJECT* 03719.001-02151 MODEL 2795-CAMDEN GARAGE SWING: LEFT PAGE: COVER SHEET 150 MPH E B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) r 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUCH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN h-INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. 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. S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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. EXIERM WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KiCK-OUT DETAILS "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. 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 CERAIGS 1. EXTERIOR CEILING TO BE 1I2' 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 AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com LAA #: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813886-2802 SUBDIV. de LAT: SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODELA 2795-CAMDEN GARAGE 91/ING: LEFT PAGE: GENERAL NOTES 150 MPH JW. B D � 03/03/21 SCALE: 1/4"=V-0" SHEET GN V-2' r- — — — — — — — — — — — — — — — — — - I I I B®DROI�yO(RM� - a � 9 I '_VG.G.Y � v � TOOID I I 9'-4' ra.G. S'-3' 6'-10'-9'1j•_4, II'_6. I I I I i -� 2-a O :* � . IIIII g2' TUB e"m lCOSETu H. vl WALL 11 CAT. BATH 1� GLASS 2-8 � rzzAV I ATTIC S10' 5' -G1�0 2'-4O�a- IR-SH lurm SNOIRSL'-E-IIR' G, r ENCLOSURE n W/3°'TEMP - j GLASSOO DR , I BA3 I 5-SH v w I a -I PIZB PL UaM.D MULTIMN BEDROOM TYP. 9-4'CLG !21-80 9 rr CMUY LC II j I I 2-8 'r L--------� _ iOPT. -- —J� TR-ISH 'n i D 9 CEILING - O m AI ,- f---- 3-4, --a ---- Y-II• _1, _b. 9 3�_S, 5_1. rR -* MULTI-GEN 2 0 !\ JI SUITE 1 1�'-m9tw.Y�ILw� i I� I e I Y I I i 6' I I I I L------------J I T-4' CEILING I 0 r — -22xx a 1 I ATTIC I L—ACCESS J IS'-10' 3-M GARAGE 9'-4' CL& n i ICOVERED LANAI M 'I 9'-4'CLG. 4'-4' OW S.CsD. TEMP ------------------ I I I I I I I I I I I I k I GREAT F ROOM j9,t0 d Ci 1WIRAY I I0'-O' CLG. I I I I I I B I -----------------2J0 -4'10' ----— v _ ] n ea 11 11 r---- -----I I I I NING ROOM I I I I Tit g WRRAY I I 1 I i0-e'cLG. I - I I II I I II I I II I I 12'-1' LAV,p 0� � BDRM.3 9'•4' GIa O r BOLLARD r I — �. AS REQ PER 1 I10y 1 2-4 BLDG. CODE I „9,;p4, r� r. I �, � I BATH 2 E Ica o I :►', m J 1' 0' i _ _ _ r Z EGRESS MCI FF! � I 1 1 1 1 I � SQ.FT. CALL. S IST FLOOR LPAW. 2036 SQ FT. GARAGE 6P3 Sa FT. ENIRT 65 SO. FT. COVERED LANAI 193 Sa FT. Q TOTAL 3,113 5Q FT. ti V 'n VENEER 0' I6'-0• 0• �ru 8..0.. 2'-S .. S'-6' VENEER COM MWANDdJD=NIDLC1106 SAW NIID EIFCe1DE FOB! MM OISIB OPT Sam >lOIE IOIfHwDl1W IBMIIIS AtDTTFE FONIY� MIN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR SWING IS 5 23.41-30.1 DR MIN. CRITERIA SLsD. MIN. 41 5 22.1/-41.0 CRITERIA 6010 O.H.D. II2 5 205/-24.9 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=U. MW.=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. C;:X r SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP PLAN VARIES MATERIAL TO CABINETS. BRACKET 4 INSTALLER SHALL BLOCKWG INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN d4 BRACKETS AS WALL BASE 3NECESSARY. LOW WALL = 2'X6' STUDS • 16, O.G. W/ LIT DRYWALL TYP. CABINET SECTION A SCALE: NTS FLOOR PLAN NOTES - ALL ONIONS ARE FROM FACE OF T V BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL WTEMOR WALLS ARE 3 %I' UNO. - DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. - AIR COFFRESWR SET ON 44WV POURED CONC. PAD. PAD BEGINS 6' FRCM EDGE OF STRUCTURE. - SEE SHEET GN FOR GENERAL AND STANDARD SUILDWG NOTES. - ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT INTERIOJPTER - ALL FULL 140314T BLOCK WALLS BETWEEN FILLED CELLS WWTFIOUT OPEIW IS ARE SWEAR WALLS, FLOOR PLAN SCALE: 1/4' • P-0' OPENING DTL. D SCALE: 1/2 • 1'-0' MAR 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7745078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0OW325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8]3886-2628 FAX 81388628D2 SUSDIV. ac LOT: SILVERADO LOT #2 BLK 15 PROJECT* 0 7 0- 251 MODEL 2795-CAMDEN GARAGE SITING: LEFT PAGE: FLOOR PLAN 150 MPH B 2021 SCALE: 1/4•"=I'-O- S Al AREA OF ATTIC = 3972 SQ, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1906.56 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1906.56 IN UPPER PORTION OF ATTIC - 953.28 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTALNOFVENTS REQUIRED = 8.28939 TOTAL NOFVENTS PROVIDED - 9 'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG ( EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OV ERHANGS I NCLUDED) 9'-4' BR'.. HGT. W STUCCO - BANDING TYP. FOAM CAP STONE — VENEER 0'-0' FIN. FLR. 5'-4' BRG. HGT_4_ 0'-0' FIN. FLR _ ----------------------- •►•/-�0'-I' BLDG. HGT. ❑ \HEiL Off - Z - -- ■ . IN OE ��m oilIIi � i DEWRATIVE M SWUITTER ........� MEN—FOAM MINEW i III: =_ CAP FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH /--------------------- I I I I I PRE-ENGINEERED I I TRM I 9'-4' BRG. HGT. I ( (2) 2XI2 BM I TRUSS TO BEAM I CONNECTION W/ SIMPSON HIOA OR LGT2 W/ IOd X I J' HOG NAILS, FILL ALL HOLES. I ( I I 4x4 P.T. POST POST TO BEAM 4 ) POST TO CM I,-4• CONNECTION W/ I III SIMPSON ASOR ECA ALI FOAM GAP STONE VENEER 0'-0' FIN. FLR \-------------------------'/ COLUMN DTL. A SCALE: 1/2 . I'-0' _ = LOUVER LOUVER DTL. B SCALE: 1/2 . I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 M6-2628 FAX:8138862802 [I,.r0,3719.001-021l", UHDm a L SILVERAD LOT #2 BLK 15 OTECT# 151 MODEL 2795—CAMDEN C;ARAGE 81IING: LEFT PAGE: FRONT & REAR ELEVATION "B" 150 AWH A B SCALE: 1/4"=1'-0" 5'-4' BIRD. HGT. 0'-0' FIN. 9'-4' BRG. HGT.o 12 / OFF RIDGE T OFF RIOFF RIDGE T 5 0 LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANIFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT El E 0 El El -------------------- ---------------------------------- RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANIFACTURER'S SPECIFICATIONS OFF RIDGE VENT oS'-4' BRG. 1 GT. - —v 0'-8' GRADE MIN.) o9 0'-0' FIN. FLR 0'•B' GRAD ' (MINI.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA *.. 0003325 - DRAFTING BY: AB. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813SM2628 FAX: 813-SM2802 SVBDIV. Se LOT: SILVERADO LOT #2 BLK 15 PI OJECT# 7 . 1[ODEU' 2795-CAMDEN GAIxwGE swsArG: LEFT PAGE: LEFT & RIGHT ELEVATION "B" %,150AMH EXP. B ELECTRICAL LEGEND SYM DESCRIPTION .A BTANDAIm sWITCH -WAY SWITCH -WAY SWITCH ITIER WATCH HB BUTTON IBC0NNECT T RMOSTAT _e INGLE RECEPTACLE (125v/10-AMP INGLE POLE) 10V DUPLEX RECEPTACLE WOV DUPLEX RECEPTACLE (ECUIPPED TH GROLWD FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT I0V OUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR IOUNTEo) 2OV RECEPTACLE (4 WIRE CTOR) -0 EDICATED RECEPTACLE I-Q L MOUNTED LIGHT EILM MOUNTED LIGHT ANT LIGHT 000 LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SGL FTJ I�3 BULB LIGHT FIXTURE pnm BULB LIGHT FIXTURE min BULB LIGHT FIXTURE a TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN �{J4DER CABINET LIGHT C2M 'x4' FLUORESCENT LINT (RECESSED) FLUORESCENT LIGHT (SURFACE ) 'x4' FLUORESCENT LIGHT (RECESSED) S LIGHT S LIGHT (VAPOR PROOF) ffX4 G MOUNTED LIGHT WITH J-BOX PT. FAN RICAL PANEL (FIELD VERIFY ION) - METER (FIELD VERIFY (WALL MOUNTED) (CEILING MOUNTED) (LING MOUNTED FAN 0 T FAN (1 CFM PER SA. FT.) JACK DETECTOR (WALL MOUNTED) 0e DETECTOR (CEILING MOUNTED) ®MONOXIDE DETECTOR I ING MOUNTE ) IMES ®ING mowmo OUTLET N JACK -� PORT • LOCATION OF TV J 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOURER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) NEC 210.M1 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MR CAPACITY OF 50 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1th EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 1th ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED C2020). • ALL LAMPS $HALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE @MERCY EFFICIENT ?Y_ PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENE FYaY EFFICIENCY) 2020, Tth 1T I j BEDROOM 1 j I I CAFE I OPT FIXTURE v I I , 1 \\I \\ PRE -WIRED CLG FAN \ \ \ I \ \ .rTa .n. SD.O L 4'-4r \I 4'-0' 1 1 Q rA AT 1 I i _ �20 Eq TEII> Lh{L.w� ^CFI / GFI u u 07 KITCHEN MULTI-GEN 1 F- BEDROOM -, / GF I I I I I a I `\ -PLUMB IF) I \ I � PRE -WIRED \\ � .. '_ L I �_- CLG FAN 1 \ LAUNDRY ' A# I � i � � I`�__u 11 �, jv,'I F--- - - - - - - - - so/co� t--- `( -- MULTI-GEN /� \ SUITE . •I 1 d i I I 1 \I I PIS -WIRED I /� CLG FAN ' L- - - - - - - - - - - - - - - - - vi n] 1 1 GPI 0 44' 1 0 44' 1 AFF. , AFF. II t I BOLLARD ----J I 1 AS REa 1 1 PER BLDG. WALL MOUNTED LIGHT W/SWITCH IN I \ CODE I \ ATTIC I \ I \ 3-CAR \\\ GARAGE I _ I CLG. GFI OUTLET ICLG. GPI OUTLET/ METERIELD FOR OPT. A DOOR I FOR OPT. / (GARAGE DOOR// F OPENER i OPENER VERIFY GFI I // P.B. FORS IRRIGATION I / CHIMES OUTLET I / f / OPT. OPT. COACH COACH LIGHT LIGHT COVERED LANAI PRE -WIRED I CLG FAN I QI L I \ I 1 I I I I I I f GREAT ROOM I \ I I \ I I I \ I \\ I - \ I I I PFWWFD I AN I \ � �CLG I \-I I I — — — — — — — — — — — — — — — _ ------------- \ I 1 \\ I �\ DINING 1 \ ROOM II I \\ I II \ II I I 11 CLG FAN 1 PRE -WIRE L------------ 1 1 1 I I I mall+� I I I LED LIGHTING LED LIGHTING @ SINGLE LAV. C SINGLE LAV. LAUNDRY ROOM BATH MULTI-GEN BEDROOM BATH WP Panel MAIN -A PANEL: 0/I6"p breaker VOLTAGE: 120/240V-lPh MAIN: 150An1pM.CB FEEDER:1 #1 Cu TF WN 81-#6 Cu (G) In 1 12" C. OR 3-#210AL THWN 61-#6 Cu (G) In 1 12' C. RW b D•eRl WeY GrM earl Ww # pe My Pob F•b• e,z 1 m eatlor wiA.100 1zm + 2 s n2 2 m wort, vrev ,DOD 3 . _ _ 6 46m C.D-1 m 2 eto speae a PANEL -A PANEL; 42 ql. beaker VOLTAGE: 120/240VAPh MAW: 150 Amp ALL.O. FEEOER:9-#1 Cu TMMt 81- N Cu (G)in 1 12 C. OR 3 R2M AL THWN d 1- #5 Cu (G) in+ +2' C. wk. rot ar o.•a# w.a. Okoen now wmD o.Fn a•e ale per wa. m ,sm 1 eooD 5D 2 as m ww.,e/Ibtl on 3 tmo 3 M2 1 m fAPp— fepp 5 6 PDDO Nrw/b.l•r m 2 ne 7 e #12 1 m Ibc•Gatlw AFq _ 1!W 9 10 1]W Dh�rael GFl_ --___ m f .2_ #I3 1 m BIk @Fl Hs•prrin fmo f 12 14oD Cbtrefifle GFl m 1 M2 N2 1 m /WL/ AFCI 12m 13 H 5mD Oil m 2sm. #10 H4 1 id Wtl Rewn.labid AFq 900 5 t> '6 6 130o a - m + #12 #1• 1 13 SDd gDAFq 9m t9 m 1DW Dow rGFl m t .2 BtlRI#1/Brag PRq Imo 21 m 12D0 /ENebtb d _ 9 23 m 21 m apD 9W Owna'F 9Wb AFq __ Omieh BrNDain AFq 10 15 1 1 #r iN 50e _ n2 • A m 1Do0 Maa'Aah m 1 M2 G a 33 35 N 6 a aD• w —_ z x 5 • - Awi 5KVAr65Y 37 41 a2 g LwDa bbmmebNw crnMMe Nora 15.OD 27lW Letl rA.atr Dwnar f•clw c•k'Aebrb/br Denumd fact" e0 ABBREVIATIONS: ARC: ARC FAIRTCBCIITN£MBPIER aweawem6R7twD . aFl. GRD w1ER PD rtl sietxl to eensle bnw 43+0o Fur,000Obrarfa#G taopO _ wm r W96 1 fax Deuu• _ —..— LOAD CAL"LAnON R BARED ON MC NONLONCIDENT LOAD Trr rnmrttl LMe Ww• 33DM Tow s/ra tea 1»a General Lighling A Raeeptacle LoM Trr MCS FM 2795 Dwrr Dad Wt]W/ .FI. 8385 • i M65WA' ttat100% 65 raw Gwrrr varac twrlr 8450 -�� BEDROOM \\\ 3 'n I PRE -WIRED I 04 I CLG FAN I I � F I I I I -------------- 'ill LED LIGHTING J1 1 C DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE 1 GENERAL NOTE& \ A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL \ PRE -WIRED COMPLY IMTN ELECTRICAL PROVISIONS OF T1 E MCR TTH \ CLG FAN EDITION (2=0) LOCAL CODES . AND ALL LOCAL POMQ \ COMPANY REOUIREI'ENTS. \ D. ALL CONDUCTORS SMALL BE TYPE TNFN?HW UJLEBB L NOTED OTHERMBE. BEDROOM ELECTRICAL PLAN SCALE: 1/4• a P-& PROVIDE 00 AMA 120/240 VOLT, 1 PHASE SECONDARV ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CW N 1-1/2" DIA SCHEDULE BS PVC CONDUIT OR PROVIDE 3 4/0 ALU HIM (AL) IN 2" DIA SCHEDULE 60 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PROR TO DID. LED LIGHTING C DOUBLE LAV. BATH I PROVIDE 34/0 CU, THM . AS CU IN 2' CONDUIT OR 3 NIM AL, THIN .. R3 CU IN 2' CONDUIT OR 21V AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT M OVERHAIYJ DST BU AND ELECTRIC PETER IN NEMA 3R ENCLOSURE TELEPHONE SERVICE CAME 11H.SVISION EGut I I I I VI EH E NRERSYSTW BONDING TERMINAL AT LAW VOLTAGE CONNECTIONS 1 k4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIOJS OF THE PBO2 TTH 19RION c202o1 bM' DIA X 0 FT LOW. COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 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 PH: 813S86-2628 FAX: 813ZW2802 StTHDM Se LOT SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODEL• 2795-CAMDEN GARAGE SIV MG: LEFT PAGE: ELECTRICAL PLA 150 MPH B KITCHEN SINK W/ rLUIVIDIINU nlf3tin PLUMBING PLAN SCALE: 1/4 . I'-V' TO IAIN 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdesigngmp.com L AA IF: 000=5 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 813886-2628 FAX: 8138862802 0 F 4 v O a F O x SUBDIV. & LOT: SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODEL: 2795-CAMDEN GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 ANH E44k B MAR 2021 RC -AM A A AR 93 3 P TNT 03/O 21 DA E ScA E: 1/4"=1'-0" SHEET P1 ■ HVAC NOTES MECHANICAL PLAN SCALE, 1/4 . P-0' I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITN EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BAT14M FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRWK BROKEN LINE- RETURN TRUNK I BALANCING DAMPER OR OBO CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (1) THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM AIR RETURN SECURE STTRAAP TAPGONS C�UNIIT R T 1 WB ROLL STRAP SUCTION AND LIQUID Di EQUAL OR AIR SUPPLY b REFRIGERANT LINES N AIR HANDLER EXTERIOR WALL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "8XI 114' SHT. MTL. SCREWS 'PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY yLEEVE TO LIDS BELOW SLAB TREFRIGERANT N LESTO CONNECTION TO PAD PLATFORM RETURN VCONDENSINGUNIT NOTE: MAIN COND. DRAM 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD s 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION W12A HVAC DRAINS COLNTERSLW SCORIATED NICKEL FIN. FLOOR CA. PLUG BRONZE FL. PL. OR WALL I'_6• SEE SPEC. i0 r-8'x8 CONC. 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 (T 5 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONf CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138BS-2628 FAX 813ZW2802 00 U9UDDIV ee I.OT: SILVERADO LOT #2 BLK 15 PROJECTo 03719.001-02151 MODEL 2795-CAMDEN GARAGE STifMC;: LEFT PAGE: MECHANICAL PLAN 150 PH EA H ol 2x4 TOP PLATE PL L eoweR DEAD • PRE -FAD TRLiBS V7. 7wCK 2 COAT e' CMl es IRMr. BOARD ;. A STRCTUIM FOR DIIECRY TO K►Alvlom /@R MASONWr 26 Fs. IUD ATTACWD TO FLL NOTE: STUDS IN 5' DIA. SLEEVE, CaLL 'mom PARTITIONS SUPPORTING DO NOT CUT APPFWVAL Rea 1/2' DRYWALL WALL HUNG PLUMBING REBAR G""C1D'°°� SsloacmEALANT" 1441 N. RONALD RFAGAN BLVD. FIXTURES AND WALL PIPE LK �� ORLANDO, FL 32750 CABINETS SHALL BE NOT LESS THAN 2x4, WHERE BOND O 744078 NOT CUT tFac aLRT Te rowsuue �+D (" PH: 407-774E078 SPACED NOT MORE SOLID GROUT THE BOND sTr �Tx. "" °tom °O°F"7°"�' Fax:4o7- ngmup.c SECURE BT. 2x4 wood W/ (1)- 05 BEAM PLATE TO SLAB STUDS 024' THAN I6' O.G. OR NOT _ .aao e.r WOW Are PER aALV eTael. wwwAA #: 0003325.com (2) COURSE REBARS PROW= as#:00033zs W/ 10d MASONRY O'O- LESS THAN 2x6, WHERE -- AFFRDVAL MAL vBmcAL TRACK Or�AD DooR NAIL • 32' oc SPACED NOT MORE °dew r ar ar+e� DRAFTING BY: MAX THAN 24' O.C. F7 J04cr AM " IeOon A B. DESIGN GROUP DRAFTING INC. SLAB AFF7evvAl �. 5439 BEAUMONT CENTER BLVD. ®'_d SUITE 1004 FIN. FLR TAMPA, FLORIDA 33634 2a PIPE THROUGH BOND BEAM 2a GAS LINE THRU BLOCK ��GARAGE DOOR JAMBS FAX: 81: 8188E-2628 3866•zBo2 D1 TYP. INT. WALL NON—BRG. SCALE: 3/4'.I'-0' "'''T'+' D1 SCALE: I I/2'•I'-0' D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES Q FIBERGLASS SHINGLES 2X4 SPF 24' OL. MAX WITH UNDERLAYNENT WITH UNDER-AYMENT SECURE UU (2) Md NAILS AS PER FBCR 905.U. FIBERGLASS SHINGLES AS PER FBCR 905U.L • EA END ROOF SHEATHING WITH LNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES T14IC0ESS AS PER FIBERGLASS SHINGLES THICKNESS AS PER SHEET SNL WITH UNDERLAYMENT AS PER FBCR SCS.U. SHEET SNI. SECURED PER PER 9TRUGTURAU_ DETAILS AS PER FBCR 905.1.L ROOF SHEATHING FASTENER SCHEDULE FASTENER PER ROOF SHEATHING THICg,1ESS AS PER FASTENER SCHEDULE THICKNESS AS PER SHEET CURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/8, GYPSUMBOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE ~ a a w PER FASTENER OR 1/2' HIGH e' 9IF SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE-EW. ILO. TRiJ85 Ax. 2x FASCIA PER R ELEVATIONS BOARD REFERENCE ELEVATIONS O �7 PER TI STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT �y PRE _ EW3 TRUSS SEE ENERGY CODE FORME PRE_ T WALL SHEATHING CONT. 2x RAT FAN SECURED PER INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER TYF-2x FASCIA PER �N ELEVATIONS 0.14. ELEVATIONS PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I/2' ON SHEET SNI. VENTED SOFFIT R-4.I INSULATION VENTED SOFFIT HIGH STRENGTH CLG, BOARD DEEP SCREED PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT DEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS P.T. SECURED PER S 8 R-4.1 INSULATION STRUCTURAL DETAILS i09$t REFERENCE WINDOW ATTA;WMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS REFERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS 24' O.C. 1/2' THICK, 2 COAT PORTLAND M2 P.T. FURRING e' CMU CEMENT PLASTER APPLIED STRIPS 24' O.C. THICK, 2 COAT PORILAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT I/2' GYP. WL. BD. CEMENT PLASTER APPLIED 1/2, GYP. Um_ BD. F'ORTLAND CEMENT 8' cmDIRECTLY WOOD BASE TO MASONRY /— WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR _ _ _ _ 0'-C' FIN. FLR 0'-0' FIN. FLR _ — }� 0'-0' FIN. FLR ° 4 - 4 L. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION B ti n NO OENING P NOTE; NO OPENING PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN StMDrv. Jk LAT SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODEL.• 2795-CAMDEN GAP —%GE 19117MG: LEFT PAGE: DETAILS 150 MPH H 4 1—STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT -5-`�1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'-I'-0' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE: 3/4'.I'-0' SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6'15"1 m937 D ATTE• 03/03/21 SCALE: 1/4"=1'-0" SHEET D1 E 2Xb P.T. • CENTER OF DOOR HEADER SECURED UV (U V2' X S' J-DOLT IV 4• MN E1BffDMENT IY 2' X 2' X VS' WASHER 4 NUT OR UV (2) V2' X S' ANCHOR BOLTS IW 4' MIL EMBEDMENT UV 2' X 2' X V8' WASHER 4 NUT B 6EQ✓AE 2x4 ON B 110 RAT TO BLK W/MASONRY NAILS. MOM 2X6 GARAGE DOOR BUCK SECURED W/ VY X S' J-DOLT OR ANCHOR B IN BOLLTS. W/ 4' MN EMBEDMENT, UY 2' T X 2' X V6' WASHER 4 NIT. (0 WITHIN S' or TOP. (U WITHIN S' OF THE I"It (3) EV 94LY SPACED. B B B B NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURE" INSTALLATION INSTRUCTIONS WHERE eJJ(J.I INSTMJCTVO A ARE MORE lSYMII JT GARAGE DOOR it1BUCK ATTACHMENT 4UNt.V4'.— e' CHU V2' DRYUW.L 1'X4' P.T. NA DOOR ODOR Ix4 P.T. OR S/4'X4' MIN. SECURE THRU FRAME t EXTEND 1-1/4' INTO ILER BLOCK IV 3/I6' TAPCONS CAS1yy MIN. SHANK SIZE 145 MN HEAD SIZE 300 MIL EMBEDMENT 1-1/4' WITHIN S' of EACH END JAMB OR WINDOW 4 0. O.C. MAX SPACMG ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" /11fINDOM TO BLOCK +3/4" OR +5/4" 2X4. 00 SECURE TO BLOCK W/ 3A6' TAPCONS MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 10' O.C. MAX SPACING. 2X6: SECURE TO BLOCK WH2) 3/16' TAPCONS MR SHANK SIZE .145 MN HEAD &ZE 300 MN EMBEDMENT 1 V4') WITHIN S' OR EACH END 8. CrRI t b' O- MAX SPAOMO4. V2' DRYWALL 2X& 1= ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONS MN SHANK SIZE .145 DOOR CASMO4 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 16' O.G. MAX DOOR JAMB OR WINDOW "LNG ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" n11INDOlf TO BLACK +1 1/2" 2X4. SECURE TO BLOCK W/ 3A6' TAPCONS(MIL SHANK SIZE .145 MN HEAD SIZE 300 MIL EMBEDMENT 1 1/49 UTHM 6' OF EACH END 4 B' Or -MAX BPAGRNOx. 2X6: = SECURE TO BLOCK WK2) 3A6' TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE JIM MN EMBEDMENT 1 I/4') IWTHIN S• OF EACH END S' cHu 4 b' OL. MAX SPACING. V2' DRYWALL 2X5, ® ❑ SECURE TO BLOCK 1'X4' WK2) 3/16' TAPOOM P.T. NAILER (MIN. SHANK SIZE J45 1/16' 05.1& X 4' MIL . HEAD SIZE 3 MN00 MIN. EMBEDMENT I V4') DOOR CASING WITHIN S' OF EACH END 4 W Or- MAX SPACI Si DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SW AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +1 15/16" n1PLND01! TO BLOCK +1 15/16" 2X4 101 SECURE TO BLOCK W/ 3/16' TAPOOHIS MIL SWANK SIZE J45 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1/49 UTWN S' OF EACH END 4 ID'Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6. ® THROUGH NON-STRKTURAL SECURE TO BLOCK 3A6' TAPCON MN 1414' WK2) 3A6' TAPCONS (MIN SWANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EBEDMENT 1 V4•) UT14N S' OF EACH END S' CMU BPACN3. 4 IS' OG. MAX2XS, 1,12' DRYWALL CEO SECURE TO BLOCK ❑ P UV(2) 3116' TAPCONS P.T.T. NAILER MN SHANK SIZE .wb DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') UTHN S' OF EACH END 4 b' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETALS. NOTE: 6141M AS NEEDED TO PLUMB JAM 15 (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" 1RND01I TO HIACK +2 1/4" 2X4, IZI SECURE TO BLOCK 111/3/16' TAPCONS (MN SHANK SIZE J45 MIL HEAD SIZE 300 MIL EMBEDMENT 1 V4') WITHIN S' OF EACH ENO 4 IS' OL. MAX SPACING. 2X6, = SECURE TO BLOCK IW(2) 3/16' TAPCONS (MN. SWANK SIZE J41 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END S• CMW 4 19' OJC, MAX SPACING,2X& V2' DRYWALL ClSm SECURE TO BLOCK rl 1'X4' IV(2) 3/I6' TAPC4" P.i. NAILER MN. SWANK, SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF: EACH EUD 4 B' O.C. MAX SPACING. DOOR JAMB OR WIIDCI ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE= SHIM AS NEEDED TO PLUMD JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" Oi�(M11 'rn winrir +s" 2X4, I I SECURE TO BLOCK W/ 3A6'TAPC4NS MIL SHANK SIZE J4/ MIN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OP EACH END 4 B' O.C. MAX SPACING. NOTE= STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3A6' TAPCON MN 1-1/4' (MN SHANK SIZE JO E11I5EDMENT INTO 15LOCK MN HEAD SIZE 300 MN EMBEDMENT I V4•) UMTNIN S• OF EACH END v cm 4 0' O.C. MAX SPACING. r- V2' DRYIUALL 2X& ® VX4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONS DOOR CASING. SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 V4•) 2ND 2X SECURE TO STRUCTURAL UTHIN S' OF EACH END MEMBER WK2Ad WITHIN S' 4 IVOr_ MAX of EACH END 4 6' TO S• OG. MAX SPACING DOOR JA'E OR WINDOW ATTACH TO 2X PER NOTE= SHIM AS HEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" om wnw Tn RilMK aA" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS MIL SHANK SIZE J45 MIL HEAD SIZE _%" MIN. EMBEDMENT 1 V49 UATHINN S' OF EACH END 4 IS' OU:, MAX SPACING 2X6, SECURE TO BLOCK UY(2) 1/4' TAPCONS (MIN. 614A.IK SIZE Job MIL HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH E D OJS, CHtU 4 IS' C. MAX SPACING. 2X& ® 11 I/2' DRYWALL SECURE TO BLOCK 1'X4' 111/0) 1,14' TAPCONS P.T. NAILER MIN. SHANK SIZE 345 MIL HEAD SIZE 300 1A6' OBE. X 4' MIL MIN. EMBEDMENT 1 1,149 WITHIN S• OF EACH END DOOR CASING 4 IS' OG. MAX 6PACMG DOOR JAM OR uINDDII ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS HEEDED TO PLUME JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" /;,1RLNDOIF TO BLACK +3 7/IB" 2X4, SECURE TO BLOCK W/ VW TAPCONS MIL SWANK SIZE JO MN HEAD SIZE 300 MIL EMBEDMENT 11,149 WITHIN S' OF EACH END 4 19' O.G. MAX SPAGIIG. 2X6: SECURE TO BLOCK WK2) V4• TAPCONS, (MIN. SWANK SIZE J45 MIL HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 IS' OG. MAX SPACING, 2X& CIECI SECURE TO BLOCK IVl2) V4' TAPCOWS (MN SHANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 V49 UTHIN S' OF EACH END 4 IS' O.C. MAX SPACING NOTE= STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THRO" NON-STRUCTURAL 3A6' 7APCCN MIN. 1-1,14' EMBEDMENT INTO BLOCK LV S' C U I!J' ORYIlALL ❑ 1'X4' P.T. NAILER I� P P.T. X 4' MN iL�Jf� DOOR CASINO; DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3 3/4" /1TlLPIDOw TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8188862628 FAX: 813H3862802 SUBDIV. JI LOT: SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 WODEL 2795-CAMDEN GARAGE SWING: LEFT PAGE: DETAILS 15 PH B DwATE: 03/03/21 SCALE: 1/4"—f-0" SKEET D2 PREFORMED CONTROL JOINT R.AYE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 9' O.G MAX (VERTJ. NamDO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES LLV SEQ��CON R LJOIN'r TE BE MP. OIRI S INSTALLATION ------ N FASTENERS TO BE SPACED • 1' OG MAX VERTICALLY i' THICK 3 COAT CEMENT PLASTER URB LATER 4, FCMFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -1' (VERTJ Or- MLLX AT SIFPORTS 0RS LAYER -1, STUCCO URAP WOOD SMEATMING ��m Im LATH SMALL BE CONTINUOUS TMROUL1 JOINTS BUT BE STOPPED A TIED AT .ACM SIDE. PER ASTM Ci069 PROVIDE 2X4 BLOCKIM6 PLACED FLAT MAX. V TO S' FROM CONTROL JOINT VI EN \ CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NALLS OR\ / STRUCTURAL STUD STAPLES IN COMPLIANCE Iw ASTM CW63 2. WIRE TIES TO BE (NO. W 0041W WILE / 3. BLOCKING. SMOUN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLIW.D NYIND. R.♦ ®1'cLD OL FOLD IrN1Km . R.A L ORMAN . Pr. E 1 CIW.YE • R.O ® ®A, OL TOLD IAl1Y0 a Pt. A �. Casale . Pr. 6 HOLD . AKIN ® l FOLD NLYRD G R. A 1 CKlAeE A Pt. e L CREAN a ". C A FOLD Pr. c CAB! R. 6 TILL Pr. C TCUCrle EOTTOM N.ANSE m R IL•VANME � OUTER TRLR IE,LL row, DQ 3 COAT CB'ENT a%R A y 2 COAT AeT9I (OM) ER 4. FORTF 6M PAPER agwm COLT) ER ti ~frINANF OILY) RAONNO CUM NDML APPROVED BUILDING WRAP SMALL BE LAPPED A MNIMU9 OF 6' • VERTICAL. LAPS (ROLL ENDS) 4 6' - HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SIEATMN12 TAPE / I• nut LAP G —Al- LA. \ LATH vERTICAL LAP TO BE r IT' METAL LATH I WRB LATER GI. STUCCO IIRAP • nN PAPER LAP OrLT / I WRB LAYER J. FOR, FIBER BILDNG PAPER i JI ER LAP 2 SCALPEL I L,2'.I'-0• r nn uTw LIP. A• OVER ILL LM VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMINf3 MEMBERS. THEY SMALL BE TED WRM BA415-N (12i-MIN) UIE AT INTERVALS NOT MORE THAN S' (229-FM). AS PER ASTM CI1063. ® K I C KO U T FOR PAIR OF TEAM IN um LAYERS. DETAIL MAYY BE PATGED WA40ISE WRAP TAPE PER KAMP SPEC, OR PEEL 4 STICK � �I ROaF � I —eM,BE „ANT xAl- (EEtD aR lITIiL KKVA= FLIAIRL9 AT EoTTOM OF Rmp . eAu IllesaTloNl it THICK 3 COAT CEMENT PLASTER METAL LAT14 URS LAYER 4. FOR.' BER BUILDING PAPER - INSTALL FASTENERS (CLIPS; &TRAPS, STAPLES) AS REWIRED TO SECURE PPE/ WIRE TO FRAMMG. OURS LATER 1, STUCCO WRAP Nie LATER -2, FORTP40M BUILDING PAPER FETAL LATH 6'F6' SELF-ADLERNG MEMBRANE FLASMIN6 OVER 4'K4' SELF-ADFERNG MEMBRANE E FLASMMi OVER APPROVED MOUSE WRAP. FL.ASMNG. To EXTEND ONTO PIPE OCNT. BEAD OF SEALANT AIR / WOOD &"E4TN SECTION ER S CTI RW E1lRE 14 w u ed pond and shag r use f Portland cement deafer sloN mmgy .f AStheTM app926An retryiremen� of ASTM C 826-18b. Insraua"nn a(e»eder lamirp and f..kV aheU comply v M ASTM C 1083-19a, or ASTM 1787. 4'x4' SELF-ADNERNG M1EIMSPANE E FLA8111NCG (COMPATIBLE UV HOUSE 4• WRAP MATERIAL) OVER FLAA"M TO EXTEND ONTO PURAPiPE uaoD &nn& 1' OR LESS PPE 6'x6' SELF-ADFERING MEMBRANE PENETRATION FLASHING. (COMPATIBLE IOU MOUSE TRAP MATERIAL) OVER 4.4' BFEATFIING `. I SELF-ADWM040 MEMBRANE FLASNNG OVER APPROVED MOUSE WRAP. BUILDING. nN ti l ? FL.ASMRNG. TO EXTEND INTO PIPE PAPER STUCCO IT. LIP a LATw_ CUT AND OVERLAP ONE SIDE OF HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. STEP w ■1 T LEGEND CUT ADD OVERLAP ONE SIDE CF SELF-ADHERIIS MEMBRANE FLASMNG. DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO a�I WOOD OR 1/16" ZIP WALL SHEATHING 5ELF-ADPE51vE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / A5TM C-541-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8662628 FAX 81388 12 POOR & LOT SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODELM 2795-CAMDEN GARAGE SVFM,L: LEFT PA IYALL ASSEMBLY LDET 150 MP A E IP. B INSTALL 6' SELF -ADHERING FEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF TI4E EXHAUST. SEGUENCE OF FLAS14MG TO ME, L BOTTOM. 2. SIDES. 3. TOP VENT GAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. �irX2 E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS �I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING • JOINT I ALL AROUND PER SECTION R703.7 I ExOwW Wfty arW pledwft BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. .X '/- k� Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WIC LAYER -4, i x' STUCCO UPAP w HOODED VENT }' THICK, 3 GOAT CEMENT I, PLASTER METAL LATH WRB LAYER -2, FORTPIBER BUILDING PAPER WOOD SHEATHNG DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER ca �tuc� -METAL LATH a' Cm VINYL CASING BEAD 6' RAISED SAID V To Jr tz,-IALi nse. sv-peen 6' WIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-84-1-144, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT FREMANI.F. DRYER VENT CAP (SET IN CONT. SEALANT) 5EALANT TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER - UNDER 'QUICK FLASH' �A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT a 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER'2, FORTIP15ER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Ya' TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER °I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX APPLY TO FACE EDGE Y��, D SHFAT14NG LAYER 9, CO WRAP LAYER -2, FORTIFIBER DING PAPER AL LATH WOODTEXTURED OpNS�TIONH - WOOD TEN TO WOOD STRUCTURAL BER • T' OC. MAX Cm O)S•HID-WALL P BrJiiEED WIDE STRIP SELF ADHESIVE FLASHING, CLEAN .�. MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK! STEP *3 8' WRB LAYER °I, STUCCO WRAP WRB LAYER SI, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP *4 ELASTOMERIC COATINGS OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER 60 MIN SECTION) GRADED' ; METAL LATH 9 FELT -PROVIDE �""IAA SEALANT AT ALL JOINTS AND INTERSECTIONS ° :0 STEP *5 STEP #o' OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774AO78 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE looa TAMPA, FLORIDA 3634 PH: 813586-2628 FAX: 8138864802 sysarv. e� LOT: SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODEL: 2795-CAMDEN GARAGE BIT! MG: LEFT PAGE: ALL ASSEMBLY DETAIL 15 M E.. j WOOD SHEATHIIN WOOD —� CONSTRUCTION %' HAT C 4ANNEL TYPE "A' DRYWALL WOOD. SHEATHING WRB LAYER -1, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER EXT. MOOD FRAMM WALL WRB LAYER'I, SUB -FLOOR DECKING. STUCCO WRAP WIRE, LAYER -2, FORTIFIBER PRE-E NG'D TRUSS BUILDING PAPER THICK, 3 COAT CEMENT WEATHER BARRIIR � PLASTER WEATHER RESISTIVE. 6' OAF. • TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED 3 COAT CEMBNY PLT14KW, ASTER 4' POSITIVE DRAM SCREED METAL LATH WEEP WOOD SHEATHING. N, SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED V POSITIVE DRAIN - TO SHEATHNG BELOW WEEP 621= WRB LAYER -1, L STUCCO WRAP (SHouN FOR i SEPARATE AC '1 WIRE, LAYER -2, FORTIPIBER M1 I BUILDING PAPER -"' - "6• SELF-ADI$REMG WRB LAYER 9 � / FLASHING WRAPPED STUCCO WRAP jv • CORNER OF CANTILEVER N'166- -TBm 1 2�' 4' POSITIVE DRAM wamv mwn 2 y�t:e ar-4xon H4 GAP INFIELD -.� (SHOIIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) nSCALE, CASING BEAD DTI.® CANT. 1 V2'.I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / A5TM C-84-1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYIII W/TEXTURED 4 PAI FINISH MASTER 3 COAT C PLASTER VINYL CORNER VINYL CASING 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PANTED FINISH ]' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION FM548TIVE 9 RESISTIVE 42 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER COLUMN SHEATHING WEATHER RESISTIVE BARRIER'1 WEATHER RESISTIVE BARRIER 4 6- SAF. \ MIES PEEL 4 STI`GK I J65t3• •L' FLAB4-UWz FULLY EMBEDDED IN ROOF CEMENT 1 V X 3. 26 GA CsALV. METAL DRIP EDGE Y.'GAP FOR BACKER SET IN FULL BED OF: EXTERIOR GRADE ROD 4 SEALANT SEALANT,IS MIA. DRY WALL I'-, ; SPACE FRCM DRIP ;FACE TO TREX WEATHER RESISTIVE i, Twic COAT cs-*NT VINYL CASING BEAD . ... BARRIER -1 R3 _ ;_ WEATHER RESISTIVE I WATER PRCIOFMG 16t r.`. BARRIER 7 FFIELD 77— yKm L GA� LAYER (2 LAYER PEEL 'L' ' EXTERIOR COLUMN ION OF ONLY) 4 STICK) \ �."0'iw� 'e..'� UMN SHEATHING 0 CANTILEVER DRIP EDGE 3' X 3' 26 GA GALV. YER FINLAYER ISH LAl2 LAYER METAL DRIP EDGE PEEL 4 SET IN FULL BED OF 6' PEEL 4 SEALANTA' MM STICK •DRIP FACE FROM DRIP EDGE TO DECK FACE TO TREX Y; GAP FOR BACKER 11J'XI % P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS G VINYL CAGINBEAD WATER PROOFSYs bt � WEATHER RESISTIVE LAYER 12 LAYER PEEL BARRIER -1 STICK) WRAPPED FROM - WEATHER RESISTIVE BALCONY DECK TO .a..a.wwuo BARRIER 4 CANTILEVER�+a+^ 6' PEEL 4 STICK • DECK Mom, DRIP EDGE TO DECK EXTEND OVER DRIP ®® 3''X ' 26 GA C.ALV. METAL DRIP EDGE SET M RILL BED OF 1)J-Al IYi P.T. OR SW AILATE SEALANT, )V MN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Y4' GAP FOR BACKE fin- CdBMG BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER ]' THICK 3 COAT CEMENT PLASTER METAL LATH I 5/8 TYPE X' DRYWALL I I, WIOOD SHEATHING Vr dFNIG14 RED 4 PANTED WEATHER RESISTIVE FINISH WEATHER ER It WRESISTIVE WR ,' THICK 3 COAT CEMENT BARRIER 7 PLASTER VINYL COIQNER BEAD 4' POSITIVE DRAM BLED VINYL CASMG BEAD NO &AP N FIELD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE 4CCE88MES CNLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD CONSTRIIGITON RESISTIVE �I RESISTIVE 2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAM IICFP Pt.RFO17 NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION L 4 STICK 6' SAF. PEE I Ya'xV •L' FLASHING BUB FLOOR FULLY EMBEDDED IN ROOF CEMENT OP X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF �® I JJ-A X' P.T. OR SIM)LATED WOOD (TREX) FILLER SEALANT,JF MIN' CONTINUOUS SPACE FROMDRIP FACE TO TREX A, GAP FOR 9EALANt VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFING let MIODPIED W LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/IEXTURED 4 PAINTED WOOD SHEATHING FINISH ]' THICK 3 COAT CEMENT 4' POSITIVE DRAM nCCP PLASTER c.8211n LEGEND DRAINAGE PLANE (WRB LATER 1*1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING VINYL CORNER BEAD: / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 0 COLUMN ( W,/" L" FLASHING) 'SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 I/2' COSWJ REAP FASTENED TO SHEATHING • T' O.G. MAX C F WRB LAYER -1,STUCCO LLRAP WOOD SHEATHING METAL LATH WRB LAYER 4, FORTIFIBER 8UILDMG PAPER 14A CORNER BEAD ® FRAME * 2 1/2" CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY (14 1 CORNER BEAD (L�j BLOCK UJRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIF15ER EUILDING PAPER-----,, METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING — FLASHING DRIP CAP WINDOW FLANGE WRB LAYI BUILDING METAL LATH J' THICK, 3 COAT CE( PLASTER x &'SELF -ADHERING FLASHING SHEATHING WRB LAYER 01, STUCCO WRAP 1 WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813E86-2628 00 FAX: 813586-2802 E"UnDiv. ac Lotil SILVERADO LOT #2 BLK 15 P120JECTtp 79. - 2 1lLODEL• 2795-CAMDEN GARAGE SWn4C;: LEFT PAGE: WALL ASSEMBLY DETAI 150 P E & GAP TYP d' THICK 3 COAT CEMENT WOOD SHEATHING `Ago RBMAD PLASTERMETAL H LEGEND IX TRIM MEMBER WRB LAYER •STUCCO STUCCO WRAPP SIDING TSIT[ TO WLAYER Q, FORTIFIBER DRAINAGE PLANE (WRB RANONUM WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING UK= SHEATHING WRB LAYER'2, FORTIFIBER WRB LAYER "2 (FORTIFISER — — — — BUILDING PAPER BUILDING PAPER) WRB LAYER 01, STUCCO WRAP METAL LATH METAL LATH x—x—x—x THICK, 3 COAT CEMENT ! WRB LAYER n, FORTIFIBER SAYE WRB LAYER P STUCCO PLASTER i BUILDING PAPER STUCCO u>RAP WOOD OR l/16' ZIP WALL 6'SELF-ADHERING , METAL LATH CASING BEAD SHEATHING FLASHING x THICK, 3 GOAT CEMENT 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED J' FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO s.. __ CASING BEAD (CROSS SECTION) P THICK, 3 COAT CEMENT DRIP CAP 18 SEALANT PLASTER WINDOW FLANGE STUCCORBLAYER M, _' 'r METAL LATH ;. l' VINYL ANGLED ' WOOD C4 TMACTICN I I CASING BEAD r WOOD SHEATHING I I WEATHER RESISTIVE WRB LAYER 02, FORT IFIBER �� A BUILDING PAPER ■_ ; WEATHER RESISTIVE �' \ I WINDOW FRAME /f I °�° WR8 LAYER 02, FORTIFIBER METAL LATH �� XxTREYEA�L aD►� // / 6.SELF - ■ / 1 FLASHMG ; f BUILDING PAPER THICK, 3 COAT CEMENT-��':"■ I PLSELF"ADHERE i a i PLASTER a; ; l FLAeHIr� �\ WEATHER RESISTIVEBARRIER -1 ; E-Z3�BEAD VINYL CASING I • ' 87ARTER STRIP ` WEATHER RESISTIVE i (w/3b' FLEXIBLE PVG BACKER ROD) ; 6'SELF-ADHERING 1 I FLASHING - �• I 1 `\ y 6' SELF-ADHERMG FLASHING i "F GALVD PETAL DRIP CAP 'r FLYDASHW�x5� _ _ z, I70 NOT cauLK oR 1 WRB LAYER 'N, STUCCO WRAP, i aR� Ir• x 6' SmIIiAED T— - - - I WRAPPED AROUND FRAMING MEMBER I WINDOW FLANGE W°° Tom' MEMBER i CASW,:' I b' SELF ADHESIVE FLASHING CASING BEAD C8? WINDOW IyfX6 T RTRIM WOOD SHEATHING 15C CFRAME, W/BAND) `,� GAP2x FRAMING VE°SEALANT ; T MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO °�^w FOR CLARITY ® BLOCK TO FRAME------------------------------------------------i----------------------------------------------- — . � 9 TRANSITION Y4' GAP TYP THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. ; METAL LATH PER 50. YARD (UTILITY OR NOMINAL I I LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER FORTIFIBER WRB LAYER 01,, ; WINDOW FRAME BUILDING PAPER 1 STUCCO WRAP WOOD SHEATHING WOOD SHEATHING I I WRB LAYER 02, F-ORTIFIBER BE BEYOND TRUCTRON 6' SELF-ADHERMG I I BUILDING PAPER i WOOD SgTMp� R I I WRB LAYER 01, THICK 3 COAT CEMENT ; WEATHER REBIanvE ; STUCCO WRAP S // \ BAWER q TO LLAP I I PLASTER j = WEATHER RESISTIVE / 6' MIN. ABOVE TOP i I B�1fA,�RRIER 4 / / OF 'Z' FLASHING.I WRB LAYER 02, FORTIP15ER u66xTREv AL�81D� /// j W ' BUILDING PAPER 1 r ERME°ISnvE I I VINYL ANGLED � 6• SELF-ADHIERMG CASING BEAD FLAGW 'T WEATHER RESISTIVE i STUCCO YWRAP i METAL LATH / BARRIER° VINYL CASING BEAD ' i STARTER STRIP / `� `� / i >t ' THICK, 3 COAT CEMENT 1 Rau A` 6' WIDE FEEL a STICK (EXPLODED OR OVER FLANGE VIEW FOR PLASTER ; WINDOW FLANGE CLARITY) GALV'D METAL WEATHER RESISTIVE Z' FLASHMG BARRIER 9 TO LAP 1. Ir• x v SawtntED � E-Z BEAD VINYL CASING 6' nM, aeovE TOP 1 WlaOo Trim PE'IBER OF z FLABHMG 2X FRAMING (U1/3i3' FLEXIBLE PVC BACKER 9� F E-z BEm VWm re.6G uucD66 SIR MEMBER 54ACI FLEROD) , -APPLY FULL BED OF SEALANT BETWEEN , BACIMR ROD) \ / � 'SELF-ADFERRK■ � r 6' SELF-ACHERMG ' , I FLASHING FLANGE 4 BUILDING WRAP CASING BEAD RAISED FLA 4 k I BUILDING ,�/f BAND (FRAME) TH 3CTE \ GAPVEDSALA 1 1 A T PLASTER . �.: � OR APPROVED SEALANT ��. WRAP � ��R �SIBTIVE _. BIER �SISTIVE SCALE: I I/2'=1'-0' BA RIER vMYLceSCIG - ------------------------------ - ------ —-------------------------------------------------- uaATHER RESISTIVE BARRIER 4 (WV, FLEXIBLE PVG BAO@R ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME 2 1 A E Z BEAD WINDOW C AS I N G 19 TRANSITION 1441 N. RONALD RFAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX. 407-774-4078 www.a bdesign grouP.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134388-2628 FAX: 813686-2802 SUBDIV. al: LOT SILVERADO LOT #2 BLK 15 PROJECT* MODEL. 2795-CAMDEN GARAGE SVr MCi: LEFT PAGE: WALL ASSEMBLY DETAI S 150 MPH B CEMEIS)NE OME SS!- CP SE TAKEN IN IIEEPINO THEYEN! PROPERLY P,6A tw SHONNWfGMV a. ALIGNED. VENT PIPE Is SEALED IF UT mo. MW WPLACE USING t-VA' WVLS AT EACH CORNER. ROCFlNO CEMENT slgIAO E APPLIED TOALL SNINGLE EDGES NEAP TIE ' CUT OUf THE GOOSENECK VENTOPENNO IN 11E ROOF OUIER EDGE AND MOUND THE ENTIRE PEMAEIER AS RECOMAENDED IN SEVERE NEARER COASTAL SHEATHINp.SRE THE OPENING IN ACCORMICE NTH THE CONSTRIICTION20NE5. CHMT SIgNT1. M THE EVENT A MECFNNKAL VEM FM LS USED, SDI THE VENTOPENING IN ACCORDANCE PATH VEM'FAN MMUFAClURES PIPING CONNECTION INSTRUCTIONS. W NOT CUT INTO TRUSSES OR RAFTERS NFEN CUTTING THE OPEMNG IN TIE ROOF. I—� INTERFERNO SHINGLE NNLS AROUND THE PERBAETER of THE OP£NMG SO TIMTTHE NNUNG F WIGS OF THE VENT IAYs FLAT TO TIE ROOF SHEAMNG. SLIDE THE TOP AND SIDE FLANGES OF TIEMT UP MID LIIAER sHNGLfS.ALLOWTEBOTTOM VENT FLMgES TOIAV ON I I THE TOP OF Tiff SHINGLES. II- • ---o� ROOF HOOD ROOF VENT DETAIL SCALE: NITS QR Moullim A AT NS• APlE MODIFIED '1' a N IIDUSC9RE.AP LIE OF WNDO OFENNG T•I' I APPROVED NDItlEYRAP OVER SMEATNNG OVER uD eTuo WALL STEP 1 PLAS/RNG OVER NALNG FLANS[ AT JAtES EXTEND FLASH 2 "N' Nr P SELM SILL PLEXIOLE FLAKING DO NOT SEAL BOTTOM FN STEP 6 TB-r.ORMILY — RXD-Ir A SECURE NdIDE~ (OR TIM FLAP UNDER) At MEAD ELOPE SILL RO. VINYL MEAD PLAEMNG (BATH END DAMS) NAILING PLANE! IMED PLASN D M BEYOb N N1• OEYJAMD INSTALL VNYL DRIF CAP STEP 2 STEP 7 ALIM P-40M 9 IV INT. ■OGE OF GILL RO. MECLYNKJLLY FASTEN PANED EDGES. (CAP "LA STAPLES) INSTALL DUPONT FLE7EURM AS TF PLASNNG AT TWO PLUMBING VENT DETAILS SCALE, KM 6-PLY +{• ZINTN)OU )R SEALAN AIDS AlC UTLY TO RDOW NA LAME N •ITT-PUIC:II IDLES OR ME ADFESIVE - DGELE PLASMNG Vm DRIP CAP WTO-WRAP EGLRV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 36' NACE VALLEY FLASHING 30.6OR HEAVIER FELT UNDERUYMEM ASPHMT ROOF \ CEMENT II %iRA FASTNERS IN END OF SHINGLE ' ND END SHINGLE AT IEASTtr BEYOND / • VALLEY CENIERLBE �/ 'CUPPED OFF CORNER AT I DEGREES -SINNGLES TRIMMBM:K FRQA VALLEY CENMNIFRUNE ROOF VALLEY DETAIL SCALE, NTB APPLY ON WU (O EG AAL) SEALANT L FLUID APPLIED PLASNNG (LANCO MATE -SEAL RC-89 on P-OJALA SLOPE SILL TO Ex L IT IS THE CONTACTORS IESPON61DILTT TO VERIFY TFE COMPATISMLRY O ALL PRODUCTS NCLUO NOIJOEIIIPAP. SEALANTS A SELF-ADNERNS FLASHING MATERIALS USED DIR WI CONSTRUCtICK 2. INSTALL ALL MATERIALS PER MANFACTURERS WRITTEN SPECPICA.TIONS SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. CCLE AND BEAL JAMB TO SILL JORJTS WITH DOW 1199 FOLLOWNCs COMPLETION OF EXTERIOR RETROPIT WORK REPAIR SCHEME SNOWY SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTRAION BELOW THE WINDOW OPENING T ll EAL INTERIOR PERIMETER OF WINDOWWITHEALANT NOR, 1. IT 0 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COFTATIEILITY OF ALL PRODUCTS INCLUDING SEALANTS A SELF-ADMERN RABMNG MATERIALS USED DURM CONSTRUCTION. 2. PLASH AT EXTERIOR WNDOM AND DOOR OPE DMS SHALL BE INSTALLED N ACCORDANCE UTM MAMFACTUiER• INSTALLATION WTRUCTIONS AND APPROVED METWOD U OF PBC PrW3A U N ACCORDANCE OTN FENESTRATION MANUFACTURE" INSTALLATION AND PLASNNG INSTRUCTIONS. WBRNIiCs SEALANTS MAY REACT ADVERSELY IF NOT CO'PATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. INTO 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: 8133862628 FAX: 813886-2802 SUHDIV. Sc LOT SILVERADO LOT #2 BLK 15 PitoizcT# 03719.001-02151 moDEL- 2795-CAMDEN GARAGE SVfMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH A B 1 1 1021 Dr 03/03/21 SCALE: 1/4"=1t-O" WA5 —2x& SUB-BANb W/I'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK --DRIP EDGE 1 /8' TEXTURED FINISH WOOD 1/2TEXTURED FINISH e CMU i METAL FASCIA WRAP Ye' FROM STUCCO, I' F METAL FASCIA UIIRA' 1/0' TEXTURED FINISH • IUD= V2' TEXTURED FINISH • CM -r{{Fr, `—METAL L4ATH {, UIOOD SHEATHING I OR CMU i UIRB LAYER 01, STUCCO U)RAP(FRAME ONLY) U1R5 LAYER 02, FORTIFIBER BCs UILDINPAPER (FRAME ONLY) c+1 - ---- ROOFING CEMENT ROM ©PL,4N B � \ \ EXTERIOR WALL � (FRAME OR CMU) ` \� NOTE: NOTCH FOR 2X6 \\� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \\ _ ROOF DECK (BEYOND) �\ / `1 DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) ®ELEVATION ®PL)4N )4 DRIP EDGE METAL KICK OUT TEXTURED FINISH a / WOOD, 1/2' TEXTURED / FINISH to CMU i —2x& SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WA'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C) WALL W /KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND 111/114'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 9 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774.6078 FAX 407-774-078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: L . DESIGN GROUP DRAFTING INC. EAUMONT CENTER BLVD. SUITE 1004 PA, FLORIDA 33634 H: 813586-2628AX: 813$86-2802 10 aUDDIV. & L,OT: SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODE7.c 2795-CAMDEN GARAGE gVfMC;: LEFT PAGE. WALL ASSEMBLY DETAILS 150 MPH A B SLAB 19'-4" III \\\ ----------L � o 3 1.1 4'-4"��` 3'-2" 3'-2" 10'-4" 8'-4" F2-3OX30' gl 4" CONIC. \ W SLAB w ` \ /'4" PVC %`\ F11-30X30 { q / CHASE ll CL O .3112* c N I U l" PVC CHASE w U \\\`\ FOR ELEC. @ EXTEND FM-16X18 `"' d ISLAND `- Y SLAB 1 1/2" i a: tV n 22,_2" I I Tom- l v SLAB v L TE-1 0, \` I _ -31/2"� Iw o FTE1 N 12 4 1. 1 N I `\ I iv 'e a 1 0+ iv 1.1 I 0 I 20'-0" 29'1" 4 N fV I ^ I I I I i I N 4 v lV b N �y I I iV TE2 -- I• I I j- 1 8 1.1 0 7 I N 1.1 I -51 5 2'-3" II N ,., _ I 2' 8" 2-8" 5'a" � m 10'-10" I 18'-10" m EXTEND I LL ' I SLAB 1 1/2" m I 1,1 w o 1.1 L FM-16X18 N i F1-24X24 .� b o w I> 4 -3 1/2" I I 11 0 FMC-16X18 3'-5"1 I I LL ON . SLAB I 2'-W I 1.1 1.1 O a I m — FM-1 18 rn Ig roF 911. 51„ -7 1/2*, 4 ti • FM-18X18 1.1 4 F1-24X24 — — — FM-1 — — — — 6X18 � N q TE-1 20'-0" I. 9'-4" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +`0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 OINDICATES #5 BAR, MINDICATES #6 BAR,ENDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR All FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 Wl AxWlA OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTBARS �DT30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 16" CONTINUOUS 18" - (2)N6's - (+)0'-T 16, CONTINUOUS 18" - (2)#5's #51N CURB VARIES DFMC-l6xl8 24" 24" 17' (2) 's (2)#5's - ' BELOW GRD 8" SEE PLAN 91 8" SEE PLAN 8" 1T CONTINUOUS 1T - 12)#5's #S IN CURB VARIES F1-30X30 30' 30' 17, (3) #5's (3) #5's (-)8" BELOW GRD F2-30X30 30" 30" 17' (3) #5's (3) #5's -)17' BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B- DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 Ilk FAX: 81343W2802 [r03719,001-02, UBDIV" de X OT" SILVERADO LOT #2 BLK 15 ROJECT/t 151 HODE19 2795-CAMDEN GARAGE BNIPTO: LEFT PAGE: FOUNDATION PLAN 159ekH EA B r SCALE: 1/4••=1'-O- 8*=ET s1 30" MIN. EACH WAY MONOLITHIC FOOTING tt oD Z STEEL REINFORCING IN GROUTED z _ .I,. STEEL REINFORCING IN GROUTED — - CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND c as SPACING REQUIREMENTS SPACING REQUIREMENTS o- QW W mU W I �° R Q� —FM_. N Z 8" CMU WALL Ow e" CMU WALL I +. f CORNER BARS, SAME SIZE AS LARGER BAR O m z _ ro ^ 0'-IJ" ° °I IN FOUNDATION WITH 30" LEG EACH M +- 0'-0" d WAY AT ALL CHANGES IN DIRECTIONS e TOP OF SLAB �—Y—S TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS I MATCH AMOUNT OF CONTINUOUS BARS (-1 VARIES °I °L' EXT. PORCH SLAB ° a SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) ; .. -SEE SLAB SCHEDUE TOP OF GARAGE ILL I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1?' ISOLATION e. 6 CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB 4•' CHAMFER 1STORY) W/ 1?' ISOLATION I � 8" CHAMFER ° JOINT (WHERE 4 APPLICABLE) z #q pq° SEE SCHEDULE �„ JOINT (WHERE ls�." (2-STORY) • -. •! EE SCHEDULE FOR WXD, BAR SIZE Al PLICABE1 Z 4 FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY 2 AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42" iN NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO—FOOTINGr,_`�EXTERIOR MONO —FOOTING MONOLITHIC FOUNDATION G SCALE: 3/4"=1'4' @ GARAGE SCAE:3/4''=1'-0• CORNER BARS DETAIL GARAGE DOOR LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON aaa000/// W RECESS NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g 5 LAP TO OCCUR OVER STUD OF WALL W/ PLAN m W B+ Wm W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 058 _ W O a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGE BTM. PLATE CURB FOR O a NEW REINF. BAR SECURED W/ 2- PART IY 1?'x6" WEDGE ANCHOR W/ 2' TO BE PT. PROVIDE DEL TOP WASHER SET IN HIGH STRENGTH MASONRY UNITS SET 2" CAPPED a g EPDXY. MIN. EMBED PLATE EPDXY 5-1?'EMBED. MIN. 16' OC 7• , AT ELEV. '0 GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE 0 BASE Q 0 FOLLOW ALL MANF. BTM AND TOP PLATE N a SPECIFICATIONS FOR ANCHORS W/ 10d x 1 1?' o = m USE AND I COMMON NAILS FILL ALL F m PREP ARATION OF HOLES, DO NOT USE 10d W HOLE. W x 3" SEE SLAB SCHEDULE SECURE FLANGE TO J > RECESS AROUND GARAGE SLAB W/(4)1/4"X21/4" g o} �p�' TAPCONS QQQ- TOPOFSLAB ._ —� • .:: DOOR OPENING Q' Y SCALE: 3l4"=1'-0" AMFER(1STORY) F - AMFER(2STORY) EQ. EQ. SEE SCHEDULE LAP TOP PLATE A MIN. OF 48•' FOR WXD, BAR SIZE AND NAIL W/ 16d COMMON VERIFY HEIGHT AND BAR QUANTITY NAILS, 2-ROWS, 4" BTM. OF WALL W/ PLAN LAP TO OCCUR OVEERR STUD ADDING BAR TO 7 INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE SCAE:34"=1'-0" (W/ UPLIFT) 5 c V PLANS FOR SPACING. SINGLE SCALE 3/4"=1'-0' SCALE: 3/4"=1'-O' BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO U UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 49' W AND NAIL W/ 16d COMMON It 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 SPACING REQUIREMENTS TOP OF SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z �'� - A WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE (>L BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 5 ° PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. K F Q W e - .J ADDITIONAL METAL m U CONNECTORS NOT _/ EQ. EQ. EE SCHEDULE REQUIRED WHEN NO O In 8" CMU WALL ILSEE FOR WXD, BAR SIZE UPLIFT IS PRESENT. +-0-0' AND BAR QUANTITY 8'OCMUDFILIED CELLLn(TYP.)P) W,112"DIA INTERIOR CURB FOUNDATION WOOD WALL TOP OF SLAB SLAB SCHEDUE a � 2X WALL FRAMING+-0'-0" TOP OF SLAB Z SEE SLAB SCHEDUE Z s SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO g "ISOLATED" COLUMN PAD _FFO GROUTED CELL, 4" FROM ENDS AND .� —�CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16' O.C. VERTICALLY MAX SEE SCHEDULE _ a ------FOUNDATION AND SLAB EDULE FOR WxD, BAR SIZE -SA �/,BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY a•VARIES a• 9 SCALE3l4"=1'11" INTERIOR FOUNDATION WOOD WALL : (NO UPLIFT) COMBINED EXTERIOR MONO— FOOTING AND COL. PAD �� INTERIOR FRAME BRIG WALL TO \ /^ BLOCK WALL CONNECTION 1 SCALE: 3/4"=1'0 as SCALE: 3M!"-T-U' r �X E SHOWER RECESS FOOTER 129 SCALE: V=V-9' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com E AA 4: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-8862802 BtYBDIV ae I.OT: SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODEL.• 2795—CAMDEN GARAGE BRING: LEFT PAGE: DETAILS UWNH E . B 9 lV q 0 N 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA is 0003325 IF DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA , FLORIDA 33634 PH: 8134Ur-2628 FAX: 813886-2802 SVHDrv. & LOT SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODEL.• 2795—CAMDEN GARAGE SV MC;: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN DBE,' 03/03/21 SCALE: 1/4" = t'-0" SCALE: 1/4"=1'-0" SHEET 11 s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR ...HOOK GROUTED BOO BEAM TIE L R VERTICAL VARIES PER ELEV. _ TO HORIZONTAL-- REBAR W/ 1d' HOOK is GROUTED BOND BEAM Z d VARIES PER ELEV. ° i, a 3 a 5 0 X a 0 a • #5 BARS a m1 O • m � B" M 10' HOOK I_ f7j a o z �a<�•—. aie O CLEAN OUT REQUIRED k FOR INSPECTION <Q m06 � I • •• O I 0'-d' FIN. FIR. - •° TIE RIZON REBAR • TO HORIZONTAL� •I�; i REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. • _ _ Z W M 00 #3 18" #5 3d' C.11 UNIT m'1 ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BARSIZE 48BARDI0. #7 47' HORIZONTAUVERTICAL HORIZONTALNERTICAL METHOD 24' O MASONRY SYMBOLS 3 SCALE 3/4"=1'-d' 1 REINFORCING L REINFORCING SCALE: 3 4"=1'-0 SCALE 3 4"=1' Y' M 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 7abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33834 PH: 81341186-2628 FAX 813$86-2802 stmDly da LAT SILVERADO LOT #2 BLK 15 PROJECT* 03719.001-02151 MCIDEL.• 2795-CAMDEN GARAGE SWING: LEFT PAGE: DETAILS 1 PH B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 to to V 1� 1� 1 1 1 1 1 1 1 1 1 1 { 1 1 1 1 716-1T/OM/1 B SF16-1T/OM/OB 8Fi6-1 T/OM/1 B _ 1 1 ♦♦♦ I 1 ♦♦ 1 1 ♦♦ 1 1 1 ♦♦ 1 1 ♦♦ 1 1 1 1 1 18F36-1T/0M/I B I 8F16-iT/OM/1B i UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 94". UNO. BRF14- 1T/0M/OB 1 1 1 1 � I 1 � 1 1 1 1 40 i 1 8F36-1T/0M/0B i 1 1 1 8F16-1T/0M/0B 1 t---------- L.��i��J LIFT BEAM PLAN SCALE: 1 /4" = 1'-O" CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 ENGINEERS 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 7/8" LONG, WITH WASHER fQ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK Q (2) 2X12 Q (2) 2X8 BEAM SCHEDULE MaNEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / TO.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fI) IZE, REINFORCEMENT STIRRUPS REMARKS BTM. T. MID SIZE SPACING BBI MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDOJI-32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 3: OD03326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813886-2802 MOM & LOT SILVERADO LOT #2 BLK 15 PROJECT# 7 - 5 MODEL 2795-CAMDEN GARAGE ETFMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 111, 150 MPH A B DDAA 03/03/24 SCALE: 1/4"=1'—O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR gxg. 1#6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. e\, PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B �r O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1/K STRUCTURE A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6x16' fp 5. COURSELD THEOF BOND BEAM IS OMITTED AND A LINTELS PLAUBLE BOND BEAM COINCIDE WITH A CrEL THE ED. THE BOTTOM BOND BEAM #8 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL. A \a. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10' HOOK / g � ��O PO e� 8x16 DBL. BOND TOP OF /\0��.2 eiL� BEAM W/(1)#5 BAR BOND BEAM 0 EACH COURSE • G 8x8 BOND BEAM TOP OF • ��\� W/ (1) #5 BAR _ BOND BEAM 30" TYPICAL F FILLED W/GROUT .\\Apt 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 SEE NOTE 5 A\16-1 T/1 8x8 PRECAST CONCRETE NOMINAL—� LINTEL W/(1)#5BAR (L2) PgS�e�tl LENGTH OF BAR = WIDTH OF MASONRY HEIGHT #OF#5'S,TOP OPENING-2' CORNER BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX- 1TH MOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8.8 PRECAST CONCRETE SCALE 34"=1' Y' REINFORCING OF BOND BEAM 1 AND XFXX- IT/OM,OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER SCALE'. 314"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XLM - ITHMMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED Tom' LINTEL OF OPENING AND XUXX-1TNM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) I-X16 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 1-114' EMBEDMENT #5 BAR BENT AS SHOWN 3 (MIN 2 X 3) TAPCON _e 14' PRE -CAST OR DRIVE PIN (MIN SHANK OR MIN S WINDOW SILL SIZEA45 MIN HEAD SIZE .- MIN EMBEDMENT 1114")8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" O+ EMBEDMENT 2x8 (MIN 2 X 3)2J/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE.3-MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") e" FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB UPPER AND LOWER 1 MIN. 2-12d PER BLK. EA. END VCMUWALL #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM WI SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAYFRAMINGDETAIL AT CORNER STEP SCA- „ ==,,�. 5 3 SCALE: 3/4"=1'-0" E� PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF �tiF R II / FILLED CELL BOND. BEAM II I� MA 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: 3l4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: AB. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 913586-2802 SVHDIV. & LOT SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02 MODEL 2795-CAMDEN GARAGE SKIING: LEFT PAGE: DETAILS 1 H E . B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. UNTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, MATH 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 W/ A 216 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. r r _ k _ y r r r r r r r r r r r �� 3 L� t� 'w 'w W 'w u� 'w 'w 'w �3 u� u� u3 u� wr 'w 'w 'w 'w 'w t3 L-i L-3 C"C" CJ3T = n n n x u x x n x n n n n x a u x n a n n I CJ3 I CJST N N N N N I u a x n n n a a 1B n n n n ===I CJ5 I I 1 I AH7 I I I AH9 �_ _�=__________ _ _ _ _ _ = I- I I — - LM AH,1 - ��E�Eaaaasa -=a=EEEE=E E�EmE amm aaaEE �E SEEME = a -- --_�-s = = I ---- I �¢ 3 AH13 Em _ wom a Ema—= a mEaE 5 amm smoms_ rislisaEi--SERSEE=-mossmEwasmaamm5EEamEEasm515manEal�a aaaEz=aMEEMEaaaas= AH15 I I AH17 I AH19 ------========F I I AH21 I I I I AH23 = ___________�_ ATTIC q — _—_— I I A I Al I i Al I Al - I I = = I I w -- L — — — — — — — — — — J A3 PREFABRICATED ROOF TRUSSES @ 24" O.C. MAX I A4 A5 I I AS I I I I AH23A AH21 A L--------------- - - AH19A- ti, AH17A22X5 ATTIC ( (2)H10A (TYP @ AH15A - A=CEPS = ,-L BEAMING WALL) - I I AH13A AH11A I I ■ .01 11 (2) 2XI2 TO 4x4 POET w/ (2) MTS-16 4x4 FVST TO BLOr-K ABU-44 (2 TOTAL) FRAMING PLAN SCALE: 1/4" = V-0" MAR I 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesiBxP.P•com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543913EAUNA M CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134;W2628 FAX: 813686-2802 3xmDIV. do LOT: SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02151 MODEL- 2795-CAMDEN GARAGE SVrING: LEFT PAGE: FRAMING PLAN 15 E IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 024" O/C, SUBMIT SHOP "ROOFA NALLIFLOOR DRAWINGS FOR REVIEW SHEATHING A{t) SIMPSON HETAI6 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d x 1 ' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON 842) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH HTSM20 W/1010tl TO SHEATHING NOTE: APT SYP #2 7' x 4", TRUSS AND (4)1W x 2 1/4" De (12) 16d x 1 J" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 �' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3' CONT 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 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 }" NAILS TO GIRDER AND 6", W x 4'-6' MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETAI6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, T CONNECTOR BLOCK WALL W/1010d TO .1ORLANDO, FL BLVD. WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" ADDITIONAL PLY MAX. TO PH: 407-774-6078 ACCOMMODATE TRUSS A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX. 407 774a3U76 1x2, 2z WOOD FASCIA WITH (4)" x 5"TITEN HD TO CMU AND (12) SDS CN7 POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d }" x 2 }'TO GIRDER wwwgA 08fl345.Com GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES 0 24' O/C, ix2, 2x WOOD FASCIA (2) " x 5' TITEN HD TO CMU AND (18) SDS }" x DRAFTING BY. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 1T O/C FOR REVIEW C42) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL 2x SECURED W/ (3)16d 5'TA.B. DESIGN GROUP GALV. COMMON NAILS. (2) }" z ITEN HD TO CMU AND (18) SOS }" x 3' DRAFTING INC. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SUITE 1004 MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS TAMPA, FLORIDA 33634 SEE SCHEDULE PH:813886.2628 A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. FAX: 8134386-2802 S ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = W85 LBS (2 PLY MIN.) REPAIR OF MULTIPLE 1 n 1 B 1 C TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR ALE 3/4••=,•�• 2,0 2R 2C TYPICAL ROOF J SCALE: 3l4"=1'-0" GIRDER CONNECTOR(S) GIRDER CONNECTOR(S) °ALE 4 (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN 314" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE -0 COVER 5 TRUSSES) 4'" O.C. (AT SHEATHING W/ 10dc12 HOG NAILS 0'-0" TO 30'-0" (1)'70' BRACE SEAMS) EACH END. TOTAL OF 10 30'-1"TO 60'-0 (3) "X" BRACE �. I-LSECURE 0 CENTER SECURE /l PT.PLATE PER ELEVATION lY FLOOR '-D" MAX (W11X4) TO BLK W/ 12' DIA a GIRDER FFROMCENTER ODIVIDED 8EQUALLY ANCHOR BOLT W/ 2 OR 10'-0" MAX (W/2X4) WASHER SET IN HIGH t b • tl • A • * 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC PER ELEVATION �ff MAX. a lx4 DIAGONAL SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS PRE-ENG GABLE TRUSS BTM. CHORD P.T. PLATE Wf 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 12' HIGH PLAN FOR LOCATION STRENGTH CLG. BOARD o U a MAY NOT BE TRUSS ENG) CONT. -4 SECURED W/ N a REQUIRED (2) 10d•s @ EACH TRUSS SECURE TRUSS TO TOP PLATE W (2) TO BE INSTALLED 16d TOENAILS - 11 . Z F�-- 10'-U' O.C. MAX. BTM. CHORD DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF ORUSSES MIN. i' EMBEDMENT O TO SLAB 8118)led x 2.4 OR 2x6 WOOD BEARING 1-12' NAILS TO POST., SEE SCHEDULE FOR WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM REQ. b PLANS FOR SPACING. SINGLE ON SLAB M BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING e, 1x4 BTM CHORD BRACING 6-9' O/C END WALL OR OTHER 12' GYP. WL BD. MAX- OR 2x4 BTM CHORD BRACING END TYPE CONDITION, IF a°• -e- "'• " .:"- .ac, COMM/NNAILSATE C CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END COMMON NAILS AT EACH CHORD INTERSECTION NP. /1 ,••TM. CHORD BRACING SCALE: 3/4"=1'-0" PRE-ENG'D TRUSS GIRDER/WOOD POST CONNECTIONS 6QALE3,°„=,•-0" 5 SCALE: 3/4"=1'-6' FLOOR TRUSS CONNECTION @ L.B.W. 6'EDGE CENTRAL SPACING SPACING Y SCALE:3°_'-0' (NO UPLIFT) SEE SEE T BT HEDUL SCHEDULE SEE FRAMING PLAN 6" 7" 7" 6" T' T.- CI w- (! - o O SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4•D HOLE EDGE>5/6' w 5 12' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACHOLEDIAMETER BOLTED INTO GROUTED CELLS, 8" ALL AROUND USED SO LONG AS THEY CONFORM TO THE FOLLOWING SVHDIV. de LOT: SILVERADO LOT #2 BLK 15 P1iOdECT# 7 1- MODEL 2795-CAMDEN GARAGE SUING: LEFT PAGE: DETAILS <215 D SGL. STUD Z 2. END OF FRONT AND REAR LEDGER SHOULD 150 PH E B OUTER 1/3 OF °D LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A 8 - Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/e" A - SIMPSON HUS28 G < 1200 LBS, U < 1290 LBS W/ (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. °D CLOSER THAN 6' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (22)16d GALV. COMMON NAILS AND (8) led GALV. COMMON NAILS. 5, IN LIEU OF NR PAPSWS MAY TITEN 1, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. (2) _ PT RAMF DIA. x R MASONRY SCREWS MAY BE USED, 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 < 48W LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' BTM. HOLE DIAMETER MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. PLATE < 3/5•D DBL. STUD E - SIMPSON HGU828-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. WOOD LEDGER o ATTACHMENT DETAIL SCALE: 3/4'=1'-(Y' STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACNG CBAMILBPACNG A DOUBLE 2x8 12' 8" O/C 16' O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2110 12' 8" O/C 16, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 200 3/4" 6' O/C 16, O/C F DOUBLE 2112 3/4" 6' O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 rrr�� FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE +n LJ �� a SUBJECT TO F1 AND F2 FORCES. f V�f R J A AR P 03/03/21 DATE: 11 ALTERNATE MATERIALS SCALE: 1/4"=1'-0" AND BORING LIMITS %� WOOD LEDGER DETAIL 6DALE 34"=,'0 — SCALE' 1 12'=1'-fY, 4 � SHEET SCALE: 3/4"=M1'-0' S 3 .1 A FLOOR DECK .6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON Wl (6) 3/16' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 19-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, �� FLOOR BRACING I SCALE 3/4"=T-0" SIMPSON H6 Wl (8)8d COMMON NAILS 21 STUDS SIMPSON H6 Wl (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. J FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS lr,'HDG NAILS WALL FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. w/ (2)12d TRUSSES F 24" O/C, TOE NAILS EA. .MITINSHOP END SU TO TRUSS DRAWGS FOR REVIEW AND APPROVAL SEE SCHEDULE (2) SIMPSON DTC CLIPS W/ FOR BOND BEAM (2) aM6 X 1 3/4 CONCRETE SCREWS INTO REQ. CMU AT BLOCKING W/ 1/4" 6' CMU WALL. MAX GAP FROM TOP OF SEE PLAN FOR WALL TO GOT. OF VERT. REINF. WALL BRACING AT BLOCKING NOW BEARING EXT. WALL �;� scALE:3/4„=1•-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TW/ 1od @ X 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 0 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING EA. BRACE. NOTE: @ TOP OF FLR TRUSS BRACE W/ (3)12d Q EA. 4'4" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2K6 x 7' LONG 3" O.C.; NI TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2,6; 3/4" AS SHOWN 214 BRACE @ 46' O.C. w/ (5)12d l'�" MIN. FROM 2ND. FUR. FLOOR DECK 0'-0" 70 3014" (1) 'X' BRACE DBL 2X8 LEDGER GEEXP. NAILS ® EA END LINE 2.6 CONT. W/ (a)16d NAILS @ BT. OF FLOOR TRUSS 30'-1" TO 60'-013) "X" BRACE PRE-ENG GABLE TRUSS "X" TO CMU W/ BOLT NI 8d RING SHANK NAILS 0 4" O.C. MAX (1) BRACE 0 CENTER 8"CMU WALL AT 16' O.C. AND 8" FROM INTO BLOCKING (BT. 2X6 IS FOR WALL (2) "X' BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5-1l7' EMBED. 16d NAILS 0 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC 4�. PER ELEVATION PER ELEVATION 3F PLYWOOD SHEATHING, SEE z NALLB•MiPM'fERN "ROOFIWAUJFLOOR m�= O SHEATHING p¢L FASTENER SCHEDULE" PER ELEVATION w z PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE GINEERED WOOD CONNECTION PER 1x2, ac WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD TRUSSES (SEE G PLAN) TRUSS MFG. SEE ARCHITECTURAL MASONRY NAILS FLOOR TRUSES (SEE;7,72x SEE SCHEDULE FOR SEE SCHEDULE FORON SECURED W/ (3)16d ENGINEEREDWOOD 17'O.C. FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. HETA-16 0 GALV. COMMON NAILS. TRUSSEs @ 24" O/C, REPAIR DETAIL IF EVERY TRUSS (VERIFY x2 SECURED W/ 10tl SUBMIT SHOP DRAWINGS 1X2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 ® W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. a14 RAT RUN AT TRUSSES PARALLEL (VERIFY W/ TRUSS SECTION DETAIL 17'O/C AND APPROVAL EACHTRUSSED /(2)12ds@ MASONRY BOND BEAM TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS scALE:34"=r-o" K—,-'�PRE-ENG FLOOR TRUSSES 7 SCALE:34"=1'-0 W/HIP RETURN sQALE:3/4••=,'-0 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSS: S STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-U' 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 lik FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATESUM BOARD OR 1/7' HIGH W/ 12" DIA ANCHOR BOLT W/ Z' _ A- SIMPSON MTS12TH CLG- BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d FTRUSSTO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. NAILS SLAB.SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U1420LBS WI (14)10d BELOW FOR PLATE W/ 12ds 8" 0 C. MAX GALV. NAILS EA. STRAPx6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE ' PROVIDE BLOCKING O• •0 • SIMPSON SPH4 OR SPH6 BTM 1/7' GYP. WL. BD. AND TOP PLATE ANCHORS W! 10d x 1 1/7' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. CUREDEACH FILL ALL HOLES, DO NOT USE 10dx3" 12Z WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTION TO INSTALLED TRUSS TO BE INSTALLED 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. 016' 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=l'1T' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ,nPOST CONNECTION A - SIMPSON MTS-12 U < 9W LBS W/ (14) 10d GALV NAILS. -• ' B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGTMDU4 U 14565 LBS VGT TO TRUSS W/ (16) 1/4.S,a'SDS, (1) 5/8— A.T.R. TO HOU4 AND (10)114" X 212" SDS TO POST %�%�TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP_ BOLT C - SIMPSON HTT5 POST ON SLAB <UA565 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORIANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 813886-2628 FAX: 813-886�2802 IP UBDIIV. de L.OTSILVERADO LOT #2 BLK 15 ROJECT* 03719.001-02151 MODEL.• 2795—CAMDEN GARAGE 81F MG: LEFT PAGE: DETAILS kl5g.,MPH Fgn. B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37 STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, SHEATHING FASTENER SCHEDULE NAZI. RFOUIRFMFNTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK I ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 23/9' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1l2' CDX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) SEE DETAIL ZONE 1: 8d NAILS R 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2, Sd 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 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES . li . . . . . . . . . TYP. EXT.SHEATHING ATTACHMENT to N t3J W m U U U 00 9 RAFTER OR TRUSS ROOF SHEATHING ��► it .. BUILDING LENGTH.14 I' ROOF SHEATHING LAYOUT X ANDENDWALLBRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'0.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. ENO. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING �#8 2' DECK SCREWS @ 6'-6' O.C. MAX E GES & 12' O.C. MAX IN FIELD, UNTHREADED D SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GABLE -END HIPROOf r A R' FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MRICgTroN 81ZE TYPE REMARKS APPLICATIGN SIZE —I- REMARKS 1#PrfUgRING TO - - 6, GARAGE OOORBNK MA6ONRVNx]NC. tTAPNNMASONRY ND WASHER fAerEIER 6" xE=ST`T., °EDGE a6i. %D.A_EXr. NOBS CASE WRDEN WL PQC WINNWIOGOrt/FASTENED CiARAGECOORBUCX 3�'ONi OR 18.OIC LBs oA) (EMBED., <"ENO q6T., T, SEE NOtE6 —1 1— MASONRVA»NC TO MA90NRY/D>lO. rd wA&1Q2 IXPANSIONBOLT Ra"qC (tIS qA) 3'ENEg6T. vxroow Buac G6EHARDE_mL � -To CONTACT THIS ENGINEER FOR SPACING •PT. BFE NpTE6 111¢LONc. D I-- REQUIREMENTS SYMNG NOR (2)3/18'OA. "TAPf�!' 10°gC 1tYC EMBED, BEND. NONeEARING WOOD E%PAN6ICN I<"0.0 r'FA1BFD x"Ero eugcn rr. sEE NOTES NowASHER AsiNER gsr.,11¢ENE qsT. qsT., 3°EVGE asr. 3 Pf WINDGV &ICx 0.138°PPFs 31Rr 4pC FEND.a5T.,1— PTTOSTEELNL,SEE MN wASNER STAGGERED EDGE aST. NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2- FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. 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 & WINDOW AND DOOR BUCKS SHALL BE AS VIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE, GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C38M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NRENTRNNED 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 ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. 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 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALLSLABSONGRWNDWHERE INDICATED ON MEMBRANE POVIDEDRAWINGS. ELASTICITY= 1,400,D00 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONSPRESSURE SEAMS LAPPED 61NCLffTMID SEALED WITHADHE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED CALM. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE RAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD ttGnconc rt 10 psf BTM CHORD rlon-con°Orrent WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AIO64/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 46 BAR - 39' #5 BAR - SO" #7 BAR - 47' UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR STRESS-fiRAOE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 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 ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 f BTM CHORD 5 psf BTM CHORD D THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS- STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE' 2DPV, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200ps1, GUARD IN FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES' 50psf, ROOMS OTHER THAN SLEEPING ROOM' 40psf, SLEEPING ROOMS: 30psf, STAIRS' PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACIUTATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT- ONF R AN MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER_ IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 6" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE" SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 2B DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36IA36M, Fy = 36 k. FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S, Fy = 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 Im. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 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" 4- PROR TO THE ADDITION OF PL STICIIER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94IC94M OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. TFOR CONCRETE CASTAGAI T AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAMWEATHER: 1-12" FOR 45 AND SMALLER T FOR 4 6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1 -12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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. FIAR I 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-W78 FAX 407-7744078 www.abdesigngfoup.com AA #: %03325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813E862628 FAX: 813886-2802 SLTHDIV. & LOT SILVERADO LOT #2 BLK 15 PROJECT# 03719.001-02 MODEL 2795-CAMDEN GARAGE SUING: LEFT PAGE: DETAILS 150ooWH EN. B D I,PE 03/03/21 SCALE: 1/4"=1'-0" SHEET S N1 s © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX Q STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHE DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7DSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX-c4lo— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--�I (3 J-CHANNEL-/ J„ h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN T'--r� p-SPAN 'L=+ SEE DETAIL'NSEE DETAIL'E'- - EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:!) C BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIPANCHOI 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAXO.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) __ ' OFFITI" CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END CONCRETE/CMU OR WOOD (NOTE 1) u f, DETAIL C J-CHANNEL BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. OR •i>{;'i••>{>=sii i. 13.519 isji='i• 375 375 .4 3.625 3.625 ..6 08 .03 -12 abi OA -�1 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 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFRNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 I PH: 813886.2628 FAX 813 W2802 IP XMDIV. & I.OT: SILVERADO LOT #2 BLK 15 R OJECT## 03719.001-02151 MODEIi 2795-CAMDEN GARAGE 931MCC: LEFT PAGE: SOFFIT DETAILS 150 lKi E B 20114 DA03/03/21 SCALE: 1/4"=1'-O' SHEET D z i�P� 19�b