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HomeMy WebLinkAbout35968 Morse Willow Ct99 99 230"8-DESTIN FOR: B R HOR110N 1 3C ♦^fir.' '. I `f. 7 .-• - . 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FILOMM BOD = CODE, EEgIpnMAL, ABV. ABOVE LAM. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 TS EDMON fNW -ALL LOCAL AND STAIR CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. DJ9ERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=ll8 MPH -EXPOSURE - B -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C AD1. A ALA. BD. CL CAB CLc. cLR. CONC CPT. C.T. D DBL D.G. CIA. DISP DP. DR. D.S. AIRCONDITIONINGNUM. LUMINOUS ALTERNATE NC MANUFACTURERET ANTERHATE MN MANUFACTURER AMPIItAGe MIN. bRMMUM BOARD M.T. METAL THRESHOLD CENTER LDE MTD MOUNTED CABINET MTL METAL CEILING N.T.S. NOT TO SCALE CLEAR O,c. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSHBUTTON CERAMICTILE PH. PHONE DRYER P T. PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DIAWTER P.T. PRESSURE TREATEDDIM. DIF.ENSION R. wsHx DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIOERATOR DOWNSPOUT RM ROOM DETAIL ROUGH OPENING 06/24/19 ADDED 150—C ENGDIEERD9G ARCHITECTURAL SHEET DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS —COVER SHEET PG GN—GgNERAL NOTES PG AI —FLOOR PLAN PG A2D—ELEVATION "D" FRONT & REAR ((6�12 PITCH) PG A3D—ELEVATION "D" RIGHT & LEFT (6/12 PITCH) PG EI—E CTRICAL PLAN PG P1—PLIJIIBING PLAN PG MI —MECHANICAL PLAN PG Dl-BETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PC WA2—WALL ASSEMBLY DETAIS PG RAS-R ASSEMBLY DETADS PG WA5—WALL �MMBBLY DETAILS ELI' I S PG WA6-WALL ASSEMBLY DETAILS 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 2/04/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/27/20 ADDED SB�SON CONNECTORS LLO. USP 06/04/20 UPDATED MASTER BATH, BEDROOM #4 & BATH #3 CHANCED ROOM NAMEB PER D.R. HORTON MADE REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE lIA1TDVG ON ENGIIYEER APPROVAL FOR DETAD. UPDATES F12/01/20 REPATHED ALL XREFS FOR 2020 FBC CODE CHANGE STATE OF FLORIDA 7'11�1 ��/� S .P A. Ci�LAI.'S R PROFESSIONAL ARCHITECT: DW EA. DISHWASHER SC EACH SD SMOKE DETECTOR ROLAND A. ABOUCHACRA E EQQ.. EON SH. SINGLE HUNG EQQUALUAL SHT. SHEET AR No. 93723 EXH. EXi, FAX EXHAUST SHTHG. SHEATHING EXTERIOR SHWA. SHOWER FIXED GLASS SIM. SIMILAR A.B. DESIGN GROUP, LLC. LIVING 23'12 $Q. FT. GA4AGE (ELEV. D) 53B 6Q. FT. F.G. FIN FLR FUEL GAS SI.. SLIDING FINISH STD. SLIDINGGLASS FLOOR STD. STANDARD 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 ENTRY Be Sa FT. COVERED LANAI 201 SQ. FT. FLUOR FTG R FLUORESCENT Sws SHEAR WALL FNTQ DOOR TEMP. SECCTIORNED GLASS Tel: (407) 774-6078 TOTAL 3161 80. FT. GA. GAR. DISP GAUGE THD:, THICK GARBAGE DISPOSAL TO TOP OF CURB Fax: (407) 774-4078 °F.I. GL. INTERRUPTER GROUND -FAULT TAS. TOP OF PLASLAB GLASS I'YP. TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.2- DETAILS PG S1.2-DOWEL PLAN GYP. BD. GYPSUMBOARD IJ.N.O. UNLESS NOTED RB. HOSE BIB OTHERWISE TOR �w°a CORE V.P. VAPORPROOFOOF DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. HOT. OR BIT, HEIGHT S ATION WD. WITH INTERIOR WDW. WINDOW NDO TER� ER W1 WROUGHT IRON DETAILS PG S2—DETAILS PG PG S2-LIFT REAM PLAN PG S2.1A-DETAILS PG S3-FRAMING PLAN PG 33.1A-DETAILS PG S3.IB-DETADS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.IC-ENTRY DETAILS PG SDI-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES P0 RESPONSEBILTTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. Axe Tix ecra7 6 Grou LLD Design . 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813986.2628 FAX: 8134SM2802 ,ayihiui 9VHDIV. Ae LOT: SILVERADO LOT #17 BLK #16 PROJECT* 03719.001-17161 MODET- - 2368- D PAGE: COVER SHEET 2C PRINT DATE: 07/09/21 SCALE: 1/4"=1'-0" cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 8IiE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 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. It SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. ElC ERWR 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-Cl787. 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 CEILOM 1. EXTERIOR CEILING TO BE 1l2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFR8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N I T E C T 8 6 aDesolp. Group LLc._ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupmm AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S13-886-2628 FAX: 8134I86-2802 WEI 45'-0' 4'-4' 5'-O' 6'-4' FG. 25-SH 25-SW -- -- ------------- �. BEDROOM � PAN E 34 9-4'CLG • - J-0 9•4'CLC BEDROOM _ A 9'-4'CLG TRAY Om 0 9C'-O2V' 3-8{ l-101/2' woo SGD. I I .. .. ------- I - -- -----J I 7 0 I IF CAFE I I�pp 70 -Z I I I ® 24'-1' 5'-8' V-6' I I 'v GREAT ROOM I I mD III I 9'-4' CLCL 0' 9 1 x I TRAY CLG.K. TO Iff-01 � I v �� I I I I C SHELVES I KITCHEN A I T-4-CLG II j ------ ------� I 0 L J 101�. II ' ------- -------- 1 '18'-6' `T '-4- 3'-0' 14'-6' \ 6'-4' 2''_4• 11'-0' DINING aj a BEDROOM I PAN. I m 9R0� I 0 3 V-4'CA _ i� i2PT.a+'a m 59N I T.ia • cUlu 0 il - -- 3 2 -0 2X1054'X22' r ----- l ulcPRE- 74'-3'L.T. ATTIC I BOT OFPLUMB ACCESS L-----J HDR 8'-0' I i BATH TUB 5'-C. 14' 6' 9'-4' CLCL FOYER ?em ISH ISH - 9'•4' CLG.b -- 3 5 i0 6 X 0 GARAGE 9 - 9 4' CLC. -0. 8. . -p 4'-0' 30 W((2A2' 9J . 28'-4' 5'-5' S' 13'-4' o BEDROOM = 3 ENTRY T-4' CLG 12'-V CLCL H 8'-0' X T'-' O. *'- X T-0' O.H. 5- 25-614 '-4' 8'0 -0' -8' I6'-0' i'-4' 6'-4- E 6'_igRESS 3G 506 3'-2' 28'-4' 13'-4' 48'-0' FLOOR PLAN SCALE: 1/4' a 1'-0' r `NICHE — TEMP. GLASS TO FLR W/ 24' TEMP. GL6. DR 42' KNEEWALL FLOOR PLAN NOTES - ALL DIMENSIONS ARE FROM FACE OF T %* BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS .41E 3)p UNO. - DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. • AIR COMFRES80R SET ON 44X44' POURED CON'. PAD. PAD NOGNS 6' FROM EDGE OF STRUCTURE. - SEE SWEET ON FOR GENERAL AND STANDARD BUILDIG NOTE& . ALL HABITABLE ROOMS TO NAVE AMC FAULT CIRCUIT INTERRUPTER - ALL FULL HEIGHT BLOCK WALLS BETIEEN FILLED CELLS WITFIOUT OPENWAO ARE SWEAR WALLS. SQ.FT. CALCe'S LIVING 2312 SG. FT. GARAGE (ELEV. D) 538 80. FT. ENTRY 50 50. FT. COVERED LANAI 201 80. FT. TOTAL 3161 8G. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY {L �9 DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG. HEIGHTS €" - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. N -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MI IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT V-4' BRG. LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. s v O SHIM AND SECURE ,6g RADIUS GOfiUJERSPL EN v MATERIALCTER T OP TO CABINETS. BRACKET 4 INSTALLER SHALL BLOCKNG INSTALL FLAT ABAR REI ELECTRICAL BOX NFORCING AT ENDS OF PARTITION ARIE KITCHEN BRACKETS AS ASE WALL 3NEGE98ART. 9 CABINET 2'X6'X35-1/4' m m LOW WALL = - 2'X6' STUDS • 16, O.G. W/ 1/2' DRYWALL BAR DETAIL A SCALE: J n W NTS C011'gBR AND CLADM N80 LQU RABIC00EF091EFOR 308=06 8 OPEIM $am ZONE EOA}HBRDlNt) RBMIlm ANDTUPE IMAGE MIN WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN. CRITERIA S.G.D. MIN. 12 5 21.2/-263 CRITERIA IIO.HD. 112 5 205/-24.9 W10 O.W.D. 56 5 216/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-8" 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. COMMDA76 OM A R C N I T E C T 8 6 Group 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwW.abdmign9mup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-886-2802 AREA OF ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 /— —\ REQUIRED VENTILATION AREA = 3164 /300 / WINDOW \ 10.55 I RAISED l VENTILATION AREA X SQ, INCHES PER FT. (144) = 1518.72 SQ, IN. I STUCCO .MIN. REQUIRED VENTILATION IN UPPER _ .5 X 1518.72 BAND WINDOW (PORTION OF ATTIC RAISED = 759.86 SQ. IN. I STUCCO OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT I 9' BAND I 759.36 /115 I s TOTAL#OF VENTS REQUIRED = 6.60313 __ __ ________ S'RIDGE I "� .I' •1' TOTAL#OF VENTS PROVIDED = 7 122� , T' S SHINGLE SOFFIT VENTILATION AREA 11.736 SQ. IN PER ROOF i I LINEAL FOOT 759. 36 /11.736 I DETAIL R DETAIL TOTAL LINEALFT OF SOFFIT VENTING REQUIRED = 64.7035 LINEAL FT OF I A SCALE: I'• I'-0' SCALE: I'• I'-0' *AREA OF ATTIC 15 THE PERIM ITER OF THE HOUSE, LESS THE OVERHANG \ / EXTERIOR OF W ALL TO EXTERIOR OF W ALL, NO OVERHANGS INCLUDED ---------------------/ HCsT�. /------- FOAhT----\ / GAP I I I I I I ,j DETAIL �\ l SCALE: I'• P-V / r1r;,4111�010-ww11119o"s TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R'103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS SHINGLE ROOF --------------------------- RAISED \ \ V-4' BRGBF3 STUCCO Y HCsT. ( BAND 1 SIDE ENTRY SIDE I'_0. I LITE DOOR LITE .1. �n m •II I s s I — STONE I I VENEER I I I I 0'- LR. (, DETAIL \ v SCALE: V- P-0' / ---------------------------� F-1 11 O 0 0 TEXTURED 0 0 0FINISH m E: L -�L-JL�=jL-A - _- -� ------ --------- + REAR ELEVATION 0'-0' FIN. PLR — — — — — — — — — — — — / /DECORATIVE \ \ ELEMENT I II' II' I I I I I I _ I I I � e I I = I I I I I I I I I DETAIL I\ D SCALE: I'• F-0' / �n RAISED\ •I' STUCCO 9 BAND � � I GARAGE DOOR I DETAIL I\ E SCALE: I'• I'-0' / A N 0 N I T E C T E 6 GrouOlc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 9111RII11� A E C N I T E C T E 0-00FIN. FLR� SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT \/ ROOF F-1 TEXTURED FINISHEl 9 0 0 RIGHT ELEVATION-D (TEXTURED FINISH) SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT \/ ROOF HGT. 0 POAM 2'-0' CAP TEXTURED FINISH 9 TEXTURED STONE W FINISH VENEER 0 s J 0'-0' FIN. LEFT ELEVATION-D GroujL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 IIN FAX: 813886-2802 aiumma 1 J40 • E r E I r e r• E ELECTRICAL LEGEND SYM. DESCRIPTION � TANDARD SWITCH 4 -WAY SWITCH 4 -WAY SWITCH y� IMER SWITCH H7 BUTTON ISGONNECT T HERMOBTAT $ SNGI.E RECEPTACLE (128V/R0-AMP INGLE POLE) 1O V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTER.UPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 40:RECEPTACLE(GROUND EXTERIOR WATERPROOF/GFI FAULT TERUPTER) 10V QUADPLEX RECEPTACLE ® 1OV DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE :ONNECTOR) -0 EDICATED RECEPTACLE i O ALL MOUNTED LIGHT EILING MOUNTED LIGHT } ANT LIGHT LOOD LIGHT LL SCONCE PRE -WIRE T FAN WITH LIGHT (I CPM PER SQ. FTJ 29° BULB LIGHT FIXTURE ✓iG84 BULB LIGHT FIXTURE ! BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN JNOER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LKsHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) • x co) CESS LIGHT • CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) . METER (FIELD VEMIrT or FQ -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) EILING MOUNTED FAN 0 NT FAN (I CFM PER SQ. FTJ JACK I-Q OKE DETECTOR (WALL MOUNTED) 0 DETECTOR (CEILING MOUNTED) ® / D.TECTOR II ) HIMES ® LING. MOUSITE OUTLET FOR GARAGE ER TV JACK ra PORT LOCATION TV JACKS i PHONE OUTLE76 PANS TO DE VERIPIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS A 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PBCR lth EDITION (2020) N NEC 210.12 2011 EDITION • 70 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OP 50 CRI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIDO13 FISCR lth 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 lth ED (202@). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITN ED (29111 • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 187L OF LIGHTMG MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (REBIDENTI� ENEIg^ Y EFFICIENCY) 2020- 1Lh EDITION R4041 ELEC. FOR HOOD/ MICRO ABV. r-== 1 1_ BEDROOM 4 4 PRE -WIRE \ FOR \ CLG FAN \ 1 I 57 CFI• 44'AFF. o / 1 COVERED — PRE -WIRE �1 FOR- 3 ! CLG FAN \\\ 1 I I I l I I I \ I \ I I \\ I \ I I I \ I \ I \\ I I I I I 1 JUNC71ION Box ROOM _ UNDER COUNtER FOR / \\ D.W. I / PRE -WIRE \ FOR CLG FAN \ � n // I _T I `\ DINING \ ROOM I \ OPT. DINING \ I FIXTURE I �\ I I GFI• GFIe 44'AFF Jf4'AFF. W = \ I 7\ J u I LIGHT SWITCH IN F0�1 ATTIC ACCESS L / `PRE PLUMB L.T. I I �GFI CLG. �GFI CLG. OUTLET GARAGE OUTLET OUTLET FOR IRRIGATION TIMER ----------- — ___ _ --- -- PRE -WIRE PRE -WIRE ----- PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT I I WPP ENTRY I ELECTRICAL PLAN SCALE, 1/4'•1'-0' r-------------- BEDROOM I I I 1 I I I I I / / PRE -WIRE FOR CLG FAN I. L I I - mm / PRE -WIRE / FOR / CLG FAN 1 I I I \ \ BEDROOM \\ 3 PRE -WIRE FOR CLG FAN LED LIGHTING C DOUBLE LAV. BATH I LED LIGHTING C SINGLE LAV. BATH 2 LED LIGHTING Ca? SINGLE LAV. BATH 3 PROVIDE 3 2/0 CU. I % CU GND a" CONDUIT OR PROVIDE 3 MO AL, 1 4 AL (IND N 2" CONDUIT. (CONDUIT TO TERINATE ABOVE SOFFIT • OVERHANGJ 200 AMP ELECTRICAL RISER NOT To SCALE. GENERAL NOTES: COMBINATION 100 AMP A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE U0440 VOl 814ALL COMPLY WITFI ELECTRICAL PROVISIONS OF M DISCONNECT 1 PHASE THE FBCR ITH EDITION (a02®I LOCAL CODES, AND SWITCH AND MLO ALL LOCAL POWER COMPANY REQUIREMENTS. ELECTRIC PANEL METER N NEMA B. ALL CONDUCTORS SHALL BE TYPE THHN/TFNN a00A/1 3R ENCLOSURE UNLESS NOTED OTHERWOK.I Mae POWER COMPANY TRANSFO IMER PROVIDE 200 AMP, 120/240 VOLT, I PHASE — MC0NPARY ELECTRICAL SERVICE. PROVIDE 3 4A8 COPPER (CU) IN2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 4A8 ALUMINUM (AL) IN DIA SCFEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TE� Y LEPH(>nIE LADLE eeRv H E TELEVISION 1pIIPPENE CAOLE OE SOAP ENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 4 CU SERVICE GROUND CONNECTED TO CCNCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF 1°BCR ITH EDITIONTTH EDITION (a�0) 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD 6 Gran SO2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ab.!Slgngroup.com AA : 0003325 A III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 81343W2802 amxmi� 2'VTR Imo\ 2'VTR 11/2' i y 1 12'�.�`If 2' 7 2'VTR LAV 12- lam® 3• I 2'VTR 3' LAV IL � I I <ITCNEN SINK W/ 2' WC AV ITUB UTO VENT I, 3' V 3' �{ F'RE- 3' r✓ PLUMB 4' CO 4' NOTE: ALL PVC PLUMBED TRAPS TO ARE TO BE 'P' TYPE. MAIN 'S' TYPE ARE PROHIBITED. PLUMBING RISER SCALE:NTS PLUMBING PLAN SCALE: 1/4' . I'-V' A R C N I T E C T E 6 Group Lm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA B: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M86-2628 164 FAX: 813-886-2802 auinnn� SVHDIV. & IAT SILVERADO LOT #17 BLK #16 PROJECT# 03719.001-17161 MODEL.• 2368- D GARAGE SWING: PLUMBING PLAN 21"'m -a- 07 09 21 DATE / / SCALE: 1/4"=1'-O" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 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 ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES $HALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC -ITH EDITION (2020) MECHANICAL CODE SECTION 403, 8. ALL EXHAUSTED BATH ROOMS, $HALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALL$ 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 $HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC NTH 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 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER - SOLID LINE- SUPPLY TRUNK - BROKEN LINE• RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO PLENUM T y CONC. AIR RETURN W/ (2)-3/16'X2' TAPCONS CONDENSER UNIT SIMPSON WB ROLL STRAP OR EQUAL RUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES y SECURE STRAP TO UNIT W/ (2) __py AIR HANDLER 4' CONCRETE SLAB EXTERIOR WALL -SXI 1/4' SHT. MTL. $CREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE. MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TER'1114ATE OVER HEAD + 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG I'-6' SEE SPEC. BRASS PLUG 1'-S'X$' CONC. FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION TO ROIL WADE 8240-K JOSAM 56WO OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TYPN) A N C N I T E C T 8 6 Gr esiol n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w .abdeaigngroupxom ` AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 Z813-886-2628 : 813-886-2802 annnm SILVERADO LOT #17 BLK 416 03719.001-17161 MODEL 2368- D PACE: MECHANICAL PLAN / rDwrE: 07i°u"-` 09 21 8CALX., 1/4"=1'-0" MECHANICAL PLAN SCALE, 1/4' . I'-0' mi _ 2X4 TOP PLATE egS F PL PRE -PAIS TRUSS 1/2, CLG. BOARD In' DRYWALL SECURE ST. F \ 8TUD5 -24' PLATETOSLW/10dMASOO.G. NAIL 32' O MAX SLAB 0'-0. FIN. FLR ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (:��TYP. INT. WALL ( NON- BRG. ) SCALE: 3/4*-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE s PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYP I -0 O.H. ELEVATIONS _ O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ —EL° m 518, GYPSUM Bk OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS S,-,,�PIPE THROUGH BOND BEAM SCALE: 3/4' . I' -0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.G. 8' CMU 1/2, GYP. WL. BD. - WOOD BASE — n W/ WINDOW OPENING —1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBGR 2020 ITH EDITION, SECTION R301.13 AND 160TIB.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'.P-0' UNDERLAYMENT IN ACCORDANCE WITH FBGR W5.1.1.1 OF THE FBGR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. CO"Pt MAD ATTA0410 TO FILL CELL A* RE ►i 4i�'?SEALAIlff '►_A� MOULOM AL _ AAA I i4i�i�iTiTiTi�iliTi�i!�7i�i4i APOMM (BY TRAM SmAcrm" - PA&n-hw To ,5I '.ffm T PM avefteloo DOOR 2B GAS LINE THRU BLOCK k�' -''rI 3 GARAGE DOOR JAMBS am SCALE: FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SCS.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRrL 8CMU FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS 814EET ON]. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE Ax PRE-ENG WD. TRU88 Ax 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RJINSECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/0' GYPSUM BOARD OR 1/2' ON SHEET SNL HIGH STRENGTH Q.G. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.G. 1/2' GYP. WL. BD. - WOOD BASE— RMT 0'-O' FIN. FILM c " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR 2020 4'° 1TH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'.1'-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. HUNAW HLAUAN t5LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdesigngroupxom AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 102 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) w. X 8' J-BOLT W/ 4' MIN, EMBEDMENT W/ 2' X 2' X VS' WASHER 4 NIT OR WV (2) IR' X &' ANCHOR BOLTS W/ 2' X 2' X VS' WA6HER 4 NUT SECURE 2a4 TO BLK W ° ° 1/4' TAPCONS 1 In, EMBED. S' Or_ 4' 00 DIST, 1 1/2' EDGE DIST. ° SIOEB, ° RE Ull GARAGE DOOR d1OK SECURED uV (6) I/2' X S' HOR J-DOLT OR ANC BOLTS, W/ 4' MIN EMBEDMENT, WV 2' X 2- X I/8, WASHER 4 MIT. (I) WITHIN 8' OF TOP, (U WITHIN 8. OF THE BTM, O" (3) EVENLY SPACED. ° 17 IN NOTE& ALL ANCHORS SHALL BE IN ACCORDANCE TO MAN FACTUREW6 INSTALLATION INSTRUCTIONS WHERE AIY_H IN6Ti11GTlb A M ATQINr T GARAGE DOOR rl-1BUCK ATTACHMENT ec,4<u — r-e, cm I/2' DRYWALL Ix4 P.T. OR 9/4'X4' MIN, SECURE THRU FRAME 4 I'X4' EMEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN NEAR SIZE 300 MIN. EMBEDMENT 1-V4' WITHIN 8' OF EACH END DOOR JAMS OR WINDOW 4 10' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM A8 NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" G�D�OIf TO BLOCK +3/4" OR +5/4" 2X4. SECURE TO BLOCK UN 3/16' TAF= (MIL SHANK SIZE J45 MIN. HEAD SIZE 3" MR EMBEDMENT 1 1/4') WITHIN 8' OP EACH END 4 10' O.C. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. 84IAW SIZE J45 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1149 WITHIN 8' OF EACH END 6, Cm 4 18. O.C. MAX SPACING. IR' DRYWALL 2X& ® I'X4- SECURE TO BLOCK P.T. NAILER WK2) 3/*' TAPCONS DOOR CASING (MIN. SHAK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1,14') WITHIN 8' OF EACH END 4 b' OG. MAX �'�'' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" /1RINDDIf TO BLOCK +1 1/2" 2X4, 1110 SECURE TO BLOCK UV 3/16' TAF'CANS (MIN. SHANK SIZE .149 MIL HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2Xb. BID SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN SHANK SIZE J45 MIL HEAD SIZE 300 MN. EMBEDMENT 1 1/4') WITHIN S' CP EACH END 8' CI'Il 4 10' O.C. MAX SPACING. V2' DRYWALL 2X& SECURE TO BLOCK PX4' WK2) 3/16' TAPCCNS P.T. NAILER (MIL SHANK SIZE .148 IA6' CAB. X 4' MIN. MIN: HEAD SIZE 300 MIN. EMBEDMENT 1 V4') DOOR CASING WITHIN 8' OF EACH END 4 IS' OG. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" �IIIND01f TO BLOCK +1 15/18" 2X4. SECURE TO BLOCK W/ 3A&' TAPCCNS (MIN. 64AW SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 1 10' OUC. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2Xb, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUGd4 NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' (MN. SHANK SIZE J45 U. DM'ENT INTO BLOCK MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1/4') WITHIN W OF EACH END 8' CM 4 IS' O.C. MAX SPACING. In* DRYWALL 2X& ❑ SECURE TO BLOCK I'X4' WK2) 3/16' TAPCONB P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIL 1 EAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 IS' O.C. MAX SP'. WN(k DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" r111IND01► TO BLOCK +2 1/4" 2X4. ® 2X4. SECURE TO BLOCK SECURE TO BLOCK W/ Wl3/16' TAPO" (MIN. 1/4' TAPCONS (MIN. SHAW SIZE J45 MIN. SHNK 817E J45 MIL HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIL EMBEDMENT 1 1/4') WITHIN S' OF EACH WITHIN 8' OF EACH END 4 IV O.C. MAX END 4 IS' O.G. MAX SPACING. SPACING. 2X6. ® 2X6. SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS W92) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE J45 SHANK SIZE J45 MIN. MIN HEAD SIZE 300 1 EAD SIZE 300 MIL MN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') UJIT14N 8. OF EACH END 8' CM WITHIN 8' OF EACH END 4 is' D.C. MAX SPACING. 4 IS' Or— MAX SPACING. 8, CM & cm 1/2' DRYWALL 2X& CM 1/2' DRYWIAL.L SECURE TO BLOCK 1'X4' SECURE TO BLOCK PX4' IW(2) 3/16' TAPC," P.T. NAILER WK2) V4' TAPCONB P.T. NAILER (MIN. SHARK SIZE .KS DOOR CASING (MIL SHANK SIZE J45 MIN HEAD SIZE 300 MIN. HEAD SIZE 300 1/W' 013J6. X 4- MIN. MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASINO. 4 18' O.G. MAX 4 IS' OC. MAX SPACING. DOOR JAMS OR WINDOW SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PERUFACTURES MANDETAILS. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" @NWP TO.._BI.Of.K +9" 2X4. = SECURE TO BLOCK W/ 3/16' TAPCCNB (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) WITHIN W OF EACH END 4 IW O.C. MAX SPACING. NONE, STRUCTURAL 2X MUST BE 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/I6' TAPCON MIL 1-1/4' (I'MIN. SHANK SIZE J48 EMMEDM'UT INTO BLOCK MR HEAD SIZE 300 MIL EMBEDMENT 1 1/4') 8. CMWITHIN 8' OF EACH END 4 IV O,C. MAX SPACING. 1/2' DRYWALL 2X8, ® 1714' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCCNS DOOR CASING. (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 114.) 2ND 2X SECURE TO STRUCTURAL MENDER WK2X2d WITHIN S' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3" OWinW Tn RrnrjLaA" NOTE, SHIM AS NEEDED TO PLU'ID JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" 11IND011 TO BLOCK +9 7/18" 2X4. 1110 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8. OF EACH END 4 18' D.C. MAX 6PACNG. 2X6, SECURE TO BLOCK WA'2) 1/4' TA100" (MIL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 I6' O.C. MAX 6PACING. 2XS, m SECURE TO BLOCK WK2) 1/4' TAPC" (MIL SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING, NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK L�1 8• cm IR' DRYWALL ❑ I'X4T. -NAILER NAILER I' P.T. X 4' MIN. /— DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +3 3/4" /.'N INDOW TO BLOCK +3 3/4" n A R C N I T E C T I 6 GrouSoLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 W ww.abdesigngroup.wm L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 Ikk FAX: 8134886-2802 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 - 304".5 _ _ SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS D20 FBCR 10/22/2023 -_ 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 2395S.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM CID W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 A 1 6 N I T 1 6 T 11 Des' Grou LLC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom 64 AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134IW2628 FAX: 8134886-2802 PREFORMED CONTROL JOINT_ FLANGE OF CONTR OL JOSNT6 Td BE WIRED TIED TO LATH • 9' OL. MAX (VERTJ. NOT€ DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ W LEG MAY BE USED SECURE CONTROL JOINO TEMP. DURING INSTALLATION —� FASTENERS TO BE SPACED--JJ • V O= MAX VERTICALLY I i i' THICK 3 COAT CEMENT / \ PLASTER /— WRB LAYER 4, FORTIFIBER / BUILDING PAPER APPROVED METAL LATH FASTENED -T' (VERTU O.C. MAX AT SUPPORTS UIRB LAYER R, STUCCO URAP DOM 6MEAT14WG ON - WWAIA m I m M LATH &MALL NO 'M m Be CONTINUOUS TNI O'l N ON JOINTS BUT BE STOPPED m TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C106D \ PLACED FLAT MAX. 6' TO S' CONTROL JOINT FALL* ON NOTE, L FASTENERS FOR LATH TO OR NAILS OR— STRUCTURAL STUD STAPLE& IN COMPLIANCE W/ ASTM CI063 r 2. WRE TIES TO BE (NO. 16) 00415' WIRE / 3. BLOCKING $MOUN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD NYI(em • R. A ®TOLD OA MNBVTD n. 4 2. C 11AM • Pr. 5 A COWAN • Pr. C Ol FOLD NYLYO • FT. A �. clvAec . Pr. B FOLD ® L FOLD NBw • Pr. A a. CITEAAE • n. B a olv.aeB • Pr. c ♦ FOLD Pr. C Or'!R Pr. B TILL PT. C TaIGK! BOTTOM iLANaa b aw d� BORCM RdHOE YMTNlR TIGHT GI AL FOLD. 22 2OL CST. J' THICK 3 COAT CEMENT PLASTER (TIFAFIBA W. 2 COAT CeatT PLAOTER (OW WRB LAYER V, FORTPIBER dIILONG PAPER (Ia tam aLY) UI 0 LAYER R, STUCCO WRAP (FRAFE ON.Y) (M INSTALL FASTENERS /CLIP&,' STRAPS, STAPLES) AS NOTE, APPROVED BUILDING WRAP REQUIRED TO SEWN SMALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO FRAMING 6' • VERTICAL LAPS (ROLL UM LAYER R. ENDS) 1 6' HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO DE I' STUCCO UMTM FORTIBER 614EAT14ING TAPE UM LAYER Q, FORTPIBER BUILDING PAPER \ METAL LATH 6'x6' SELF -ADHERING ME'IBRM$ / \ FLA6HING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED / 1' MK LAP • MlTLL LATH \ HIOU6! UAGAIP. FLASHING TO EXTEND ONTO PIPE X l 4'x4' *ELF-AD2ERNGM FEi'TBR.ANE PLASHING OVER APPROVED FETAL LATH FLA&IING TO EXTEND ONTO PIPE I A' THICK 3 COAT CEMENT CONT. BEAD OF SEALANT IURB LAYER R, STUCCOWR,A,P I PLASTER INSTALL APPROVED MOU611URAP AIR AL LATH METAL INFILTRATION BARRIER OVER • MN R LAP Lau Y / I URB LAYER 4, FORTIFIBER HE SATHING UARB LAYER -2 FORTIFIBER BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ BUILOWG PAPER \ / I C.V. FINISH (6EE TYP WALL SECTION) STTUUCCOOYELLRAP II J UIDOD SHEATHING SECTION PER gerrioN mm ErQarlm "ItIrr*pomd7kdm ement plaAr "[I comply vnth fie ep 926on requirem•rrts of ASTM C 528-18b. r .4 LAN LAP. a' of lathingMC1and framing — LLL LAP withAST shell wmply xiM ASTM C 1083-19a, aftlInstcomply 2 LAP BCALEr I orZTM 1787. IiM N3TALL "I AfT 2LA66tl AT BOTTOM OF NOr 4 WALL NTBYBCTI" 4� KIC KO UT DETAIL TOW NIAL (WN0 a< k DD NOT aR) VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEM5ERS. THEY SMALL BE TIED BETUMIN 61UPPORTS UTN IDD4'I5-W. (121-MM) UPS AT INTERVALS NOT MORE THAN 9' (229-MMA AS PER ASTM CI063. FOR REPAIR OF TEARS IN 1411011 LAYERS, TEARS MAY BE PATCHED W44OUSE WRAP TAPE PER MAMF. SPEC. OR PEEL A *TICK WOOD BFEATI BUILDT PAPER STUC01 • 0 L 6FA101 4'x4' SELF -ADHERING MEMBRANE FLASHING (CCI" IPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE URAP. 1. OR LEGO PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEMBRANE PLASHING STEP 01 WOOD 5HEATI-IINI'J2 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 Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS Y"L" FLASHING N.T.S. N.T.S. 4• STEP 02 LEGEND DRAINAGE PLANE (WR5 LAYER #I, STUCCO WRAP) WR5 LAYER #2 (FORTIFISER 5UILDING PAPER) METAL LATH STUCCO 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ MOUSE URAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLA&NNG OVER APPROVED MOUSE UR.AP. FLA641ING 'Q EXTEND ONTO PIPE x—x—x—x WOOD OR 1/16° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-I03.7.1 / ASTM C-a4l-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF IRCNITECTIII Grou�Ln X4 K. KURXLU K—M.. —U. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngtoup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 fAX: 813-986-2802 INSTALL 6' SELF-ADHERNG MEMBRANE FLASHING OVER TOP, SIDE($) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED IX': • OF SEALANT AT TOP AND ' SIDES CNLY. SEALANT IB TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. r.�X' E-Z BEAD ALL AROUND i I K VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS I,. APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, i's' CAULKING • JOINT ALL AROUND I PER SECTION R70 .7 Exterior lathing andDiaetering BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. ,j 1 I - X Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, 1� - or ASTM 1787. WRB LAYER °I, STUCCO WRAP �I �.x HOODED VENT i' THICK, 3 COAT CEMENT X; PLASTER METAL LATH WRB LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) rBUILWOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, FORTIF15ER DING PAPER urooD coN6TucnoN —METAL LATH e' cm )x•'. VNYL CAGING BEAD W RAISED BAND TO I•JAI Ii C,imeon 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYNG 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 — — — — • — 5UILDINCa PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL 5HEATHINCa SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-641-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH Co' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPEI UNDER 'QUICK FLASH A VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LO HRCN I V rcC�.CI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION [WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, F-ORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER Ye' MID -WALL 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 A� ­ 1 '2R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER •I, STUCCO WRAP WOOD SHEATHING WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH .T/e' TEXTURED FNISN • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX -V TO)P MID -WALL VEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER °I, STUCCO WRAP S' HOUSEWRAP BELOW WRB LAYER "I, STUCCO WRAP GUT SUCH THAT 9 APPLY 60 MIN 9EMBRANE ING NO MEMBRANE _ GRADE '0' FELT MEMBRANE FLASHING FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD ° (SEE TYPICAL WALL SECTION) OVER 60 MIN ° GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL o° JOINTS AND e10 INTERSECTIONS o° .o•o•o°o STEP #5 STEP #ro OELECTRICAL RECEPTACLE 1 R C N I T E C T I 6 Gr esol n —1.. nVn .�ULv LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 — IFDRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813886-2628 FAX: 813-686-2802 11111111111 01111111111 1021 WOOD SHEATHIN WOOD CONSTRICTION i'4 HAT CFIANNEL TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M, STUCCO WRAP j' THICK, 3 COAT CEMENT PLASTER WRB LAYER M,_( STUCCO WRAP ja AMICO AM66-W911C-T8m CUSTOM CASING BEAD NO GAP INFIELD —� (SHOLLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) QCASING BEAD DTL.0 CANT. SCALE: 1I/2'•I'-0' WRB LAYER M, STUCCO WRAP WRB LAYER 4, FORTIF15ER BUILDING PAPER j' THICK, 3 COAT CEMENT PLASTER 6' BAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED I /t 2 II 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED `�`y TO SHEATHING BELOW \� WRB LAYER M, STUCCO WRAP 'i WRB LAYER 4, FORTIFIBER BUILDING PAPER IQ , &'SELF-ADNEREING / FLASHING WRAPPED • CORNER OF CANTILEVER NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 6G2. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFIGATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH j' THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER +2 ;' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION Or SEPARATE ACCESSORIES ONLY) I@b RIP EDGE INSTALLATION EXT. woo PRAMW WALL 8UB-FLOOR DECKING —,,COLUMN SHEATHING ,WEATHER RESISTIVE PRE-ENG'D TRUSS BARRIER M WEATHER HER RESISTIVE WEATHER RESISTIVE BARRIER M ( BARRIER % WEATHER RESISTIVE _ 6' SAP. \ BARREN -2 PEEL 4 STICK j' THICK 3 COAT cEMENr� RIES \1P PLASTER I Ya'x3' 'L' FLASHING METAL LATH FULLY EMBEDDED WOOD SHEATHING IN ROOF CEMENT I A/' X 3' 26 GA GALV. METAL DRIP EDGE )','GAP FOR BACKER SET M FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, K' MIN. DRr WALL SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE j' THICK 3 COAT CEMENT VINYL CASING BEAD BARRIER M 4- POSITIVE DRAM cee ar:eenn --- PLASTER t WEATHER RESISTIVE VINYL C.ORJER BEm PROOFING lot c'g BARRIER 4 NO GAP M FIELD VINYL CASING READ LAYER LAYER (2 LAYER PEEL EXTERIOR COLUMN (SWO N FOR CLARIFICATION OF ♦ -ear'o 1 STICK) .roP ,n w� awn COLUMN SHEATHING SEPARATE AGCE880NE8 ONLY) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 SEALANT,& MIN STICK • DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK A4 GAP FOR BACKER I )j'XI %' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER. CONTINUOUS ' VINYL CASING BEAD WATER PROOFING lot URAT14ER RESISTIVE LAYER l2 LAYER PEEL A F . BARRIER M STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DEG( TO-avroe:ea.. BARRIER �! CANTILEVER 6' PEEL 4 STICK • DEG( MEMBRANE, DRIP EDGE TO DEG( EXTEND OVER DRIP SUB FLOOR EDGE mE=c2E= 3' X 3' 26 GA GALV. METAL DRIP EDGE -- --- - SET IN FULL BED OF I MAI Ve P.T. OR SIMULATE SEALANT, )i' MIN WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX A, GAP FOR BACKE VINYL CASING 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 DEG( TO HAT CHANNEL CANTILEVER j' THICK, 3 COAT CEMENT PLASTER METAL LATH iYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FIN18N BANNER M WEATHER RESISTIVE j' THICK 3 COAT CEMENT BARRIER n PLASTER VINYL CORNER BEAD 4• POSITIVE DRAIN liceP w-Peen VINYL CASING BEAD NO ��Ap M PIELD (SHOWN FOR CLARMICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION LEGEND 4 STICK 6' SAP. PE EL \ I)(2'x3''L'FLABHING DRAINAGE PLANE (WRB SUB FLOOR �® I FULLY EMBEDDED IN R`Or CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 8EALANT,)j'MIN. LAYER *I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER 5UILDING PAPER) --•--•-• - I vxI v P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS 1 SPACE FROM DRIP 4. GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD METAL LATH X—X—X—X OPT. BACKER ROD. WATER PROOFING lot MODIFIED 9m LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT CHANNEL I STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING BEAD CANTILEVER JATHIICC . 3 COAT CEMENT WOOD OR -f 11ro ZIP WALL SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH j' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN IiPFP f.V-.PFFI-� PLASTER VINYL CORNER BEAD J / (SHOILN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (WL" L" FLASHING) SCALE: NT9 WOOD SHEATHING 2x FRAMING MEMBER j' THICK 3 COAT CEMENT PLASTER 2 CANER wc_en FASTENED TO BREATHING • 'I' O.C. MAX. C i' WRB LAYER M, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER (�14A CORNER BEAD ® FRAME k 2 1/2' k COINER BEAD (FASTENER 4 SPACING * l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY / 4 R�CORNER BEAD � BLOCK WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER-,, METAL LATH 1-� J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING , DRIP CAP WINDOW FLANGE WRB LAYI BUILDING METAL LATH J' THICK, 3 COAT CEP PLASTER &'SELF -ADHERING FLASHING DRIP CAP - WINDOW FLANGE SHEATHING 1 WRB LAYER 01, STUCCO WRAP I I WRB LAYER •2, FORTIFIBER BUILDING PAPER r METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) i 5B CASING BEAD ® WINDOW FRAME, NO BAND) iRCNITICTa 6 GrouOLLr 41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134WS-2802 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER 6'SELF -ADHERING -----) FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 1EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER •I, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, R 5UILDING PAPER METAL LATH — THICK 3 COAT PLASTER —` &'SELF-ADHER FLASHING — DRIP CAP — WINDOW FLANGE CASING BEAD CE) WINDOW 15 C ( FRAME, W/BAND) METAL LATH YER 01, ` S CCOWRAP WOOD SHEATHING WRB LAYER -2, FORTIFIBER BUILDING PAPER ------\ WRB LAYER 01, THICK, 3 COAT CEMENT 1 STUCCO WRAP PLASTER' R WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER caslNG BEAD METAL LATH VINYL CASING BEAD i J" THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (6) RAISED Sk:���A�F (FRAME)' -0' Y.' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING WRB LA' STUCCO J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) DC4 TRACTIONBEY WOOD 6HEATHNG WEATHER RESISTIVE BARRIER 9 / ' WEATHER RESISTIVE I BARRIER-2 U!LV6'X�Y SIDING FLABHMIG FERMG (L FLASHIN WEATHERRESISTIVE STARTER STRIP aPGALVDMETAL BARKER WEATHER E BARRER RESISTIV 6' SELF-ADNERMSfm FLASHING ' METAL Z'P4MGALV'D 'Z' FLA64MG IuplacD6Ti RIM M�EMB�ER OEA2 CASING / I Y�i• -X_ 6' SIMULATED Ufar� TRIM MEMBER / OR APPROVER ANT \_ lZaa SIDING TO STUCCO ® BLOCK TO FRAME %n1 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD 61EATHMG WEATHER RESISTIVE BARRIER 9 BARRIER RESISTIVE aif.6X 1 Y.' LAP Wpm. uWv% REVEAL I Q W SELF-ADHERNG FLASHING 1 `7 STARTER STRIP DO6L�PEtlR�i NOT caul-K OR 9E GALV'D METAL /�' 'Zy' R.ASNING DARRI WOOD �R MEI' 6' M . or 'z i-- 6' SELF-ADHERIIY.a FLASHING i WEATHER RESISTIVE BARRIER 9 TO LAP ' \ 6' MIN. ABOVE TOP \ OF Z PLASHING � I WEATHER RESISTIVE RESISTIVE BARRIER 9 "L WEATHER F E816TIVE BARRIER 4 ! LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER x—x—x—x 0 J' THICK, 3 COAT CEMENT PLASTER METAL LATH �....._ . ......... _.... ... WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYLE BEAD VINYL CASING (WA6' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP CASING BEAD SEALANT TO WINDOW WINDOW FRAME J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP J VW 1CTi i ` 6' WIDE PEEL 4 STICK Z' FLASHING �ls WINDOW FLANGE OVER FLANGE 6ACICSR FaOD) \ / ' ' SELF-ADNERMG W SELF -ADHERING I , I FLA6NMG FLASHING \ ' THICSC ASTER \\\ OR APPROVED SEA WEATHER RESISTIVE \ WEATHER RESISTIVE BARRIER 9 BARRIER 9 WEATHER RESISTIVE E-Z BEAD VINYL r1 BARRIER 91 11 FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHIER RESISTIVE ® FRAME TO FRAME BARRIER -2 ��� TRANSITION 1J \ F--Z BEAD VINYL CASING 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ------------------------------------------------------------------------------------------ �EZ BEAD WINDOW CASING I K CHIT ECTI Gro sOm 41 N. RONALD REAGAN ED LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdeslgngroupxom AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 813886.2802 R c N IT III c T i C LD BE TAKEN IN KEEPING THE VENT PROPERI 1P SHDNN IN P GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLAC USING 1-114- NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPUED TO ALL SHINGLE EDGES NEAR THE FREPARATM CUTOUT TIE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RE COMMENDED IN SEVERE WEATHER COASTAL SHEATHING.SD:ETHEOPENINGINACCORDANCEVATHTNE CONSTRUCTION ZONES. CHART SHORN. IN TIE EVENT A MEO4WICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE Wm1 VENT FAN MANUFACTURE'S PIFNG CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CITTTING THE OPENING IN THE ROOF. Rnro REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLAN(NE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT lR AND UNDER SHNGLE-fETOP.ALLOSHIWLES.TOMVEIR FUNGES TOIAY ON THE TOP OF THE SHINGLES. IF E 11---o� ROOF HOOD VENT DETAIL SCALE, NITS CUT Al'' APPROVED MOWEUAEAP OVER em"THMG OVER UD STUD WALL STEP 1 FLASHING OVER NAILING FLANY JAMBS EXTEND BILL G MN I' E FLEXIBLE FLl IBLE PLASNMG DO NOT SEAL BOi1OM FRl STEP 6 TEMMRARLY — FOLD -UP 4 SECURE HDUSEURAP (OR TUCK FLAP U4DER) AL HEAD FOLD NIOIJSEUA IN AT JAMBS 4 SLOPE SILL W. TO EXTERIOR INSTALL 6' SELF -ADHERING PLASHING OVER VINYL HEAD FLAeHMG (UTH ETD DAM) HAILING FLANKt EXTEND FLASH DFERING KYOND D B N• MIN ASWIN JAM FLASNARG INSTALL VINYL DRIP CA• STEP 2 STEP 7 PIPE AND OVER FLANGE d a 0 MO. 0, SOME III I ftq" WMA ALIEN FLASHING III/ INT. EDGE OF DILL R.O. MECHANICALLY FASTEN FANNED EDaft.(CAP NAILS, STAPLES) INSTALL DUPONT FLDAURAP AS TH PLA04M AT THE FOLD HOU IMARAP DOIN 4 TAPE DIAGONAL CUT 4 AD0700 HEAD OP WMDOIII PLUMBING VENT DETAILS SCALE, NTS STEP 8 OPLY 4R• ANTIN O ` F SIEALA AMBS AN[ 1 PLY TO NNDOW NA LA NM IN ME-PUNCI IDES OR INSTALL S' UDE AOM&IVE - BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PRORCTO4~ DT-200CL - EOIIV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 OVER JOINT 38" VADE VALLEY FLASHING SON OR HEAVIER FELT NO FASTNERS VATMN 8' OF CENTERLINE �MRA FS"TN ff IN END OF SHINGLE �f TEND END SHINGLE AT LEAST 12- BEYOND VALLEY CENTERLINE 1-CLIPPEDOFF CO�OEGREES ZSHINGLES TRIMMED 2' 9 FROM VALLEY CENTERUME ROOF VALLEY DETAIL SCALE, NITS APPLY CAI 142U (0 EG21AL) SEALANT N Rao APPLIED PLA6HMG(LANCO UNITE-6EAL RC-6N OR EOIIALA SLOPE SILL TO EX 1.1. IT 1THE CONTACTORS FIES ION6IBILTY TO VERIFY THE COMPATIBILITY OF ALL PROO=Te INCLUDING Ho1REURAP, SEALANTS 4SELF-ADHERING FLASHM MATERIALS USED DURING CONSTRIICTIOK 2. INSTALL ALL MATERIALS PER MANFACTU ERS YIRITTa4 SPECIFICATIONS UARIM , 61 MAY REACT ADVERSELY F NOT C"ATIB-E. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OP WATER NT"ION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT NOTE, L IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLIIDNNG SEALANTS 4 6ELF-ADHERING FLA6WM MATERIALS USED DURING CON6TR ICTIOK 2. FLASHING AT EXTERIOR UNNDOUI6 AND DOOR OPENINGS SHALL SEE INSTALLED IN ACCORDANCE OT14 MANIFACTURER'6 INSTALLATION INSTRICTION6 AND APPROVED METHOD U OF MC RTOSA U IN ACCORDANCE UTM MaSTRATION MANFACTLIM" INSTALLATION AND FLASHING INSTRUCTIONS, WARNWu SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS f-,;slor LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.e6deNd8R8roup.COm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 l/W TEXTURED FINISH • WOOD, / /_ 1/2* TEXTURED .:. / ----- ---- --- ---- - ` FINISH • CMU x 2x6 SUB-BANb x x x W/I'x4' NOTCH A METAL LATH / END, WRAPPED IN fi x x x x x / METAL FASCIA WRAP + WOOD SHEATHING x x x x x x / PEEL t STICK J� OR cm I 1 a U IM LAYER 01, x x x x x x I 1— DRIP EDGE I�` STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x I I - WRB LAYER -2, FORTIFIBER x x x x x x x x x x x x x I I BUILDING PAPER ________ __ ______ ____ _. f \ ____ (FRAME ONLY) x x x x x x x x x x x x x - I/8' V l/8' TEXTURED I 1 FINISH 0 WOOD I \\ 2X6 SUS BAND x x x x x x x x x x x i 1/2' TEXTURED CEMENT x x x x x x x x x FINISH ®CMU DRIP EDGE x x x x x x x x x x \� V METAL FASCIA / \� x x x x x x x x \ METAL KICK OUT x x x x x WRAP Ya ' FROM PL>•4N B STUCCO, I' FROM � O x \- ----- - - a WOOD WALL EXTERIOR WALL (FRAME OR CMU) �\ `\ NOTE: NOTCH FOR 2X6 \� \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ FOR CLARITY \` ROOF DECK (BEYOND) \ \`� DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ I �7/5' TEXTURED FINISH s )WOOD, 1/2' TEXTURED FINISH * CMU / 2x6 SUB -BAND W/I'x4' NOTCH is END, WRAPPED IN PEEL t STICK ®ELEVATIQN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N A PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/14'x4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Ca? WALL x LIN \X X X x x x x �5( x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X X X x X X X x X X J / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK—OUT AME OR CMU LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL t STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1"I N. KVNALV KCAUM ULM LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwW.abdeaigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-886-2802 911RI1111' BuTDIV. de LOT SILVERADO LOT #17 BLK #16 WALL ASSEMBLY DETAILS 0 Dw 07/09/21 SCALE: 1/4"=l'-0" SHED= A �? dd HV 4" CONC. SLAB 48'-0" 17'-2" 15'4" 4'-4„ 7'-10" 5'-0" 1'-4" 9'-8" 4'.6" 0, 0, TOP OF� '4 SLAB " ----- ------- TE-1 —�— �1I,;iii FM-16X18 F6Xw IIIIII 11.1 13 lii li; 11 4" CONC. SLAB 1113 x S 1i 1I1II qi 4" PVC ii CHASE 1 I -3 1/2' 11 IL _ --------- —EXTEND I i1i1 F---6-8 3-8" I 1 I II 1.1 T� 2 J I i i SLAB 1 1/2" F I I ii j 1 I o. I w I " wl I i1111 `v ~i-31/2I' I 10,_9., ilil 11 2,-5 L TE-2 l I IX 12 � 1111 LL I A; I I G ��1 111 i o I I I M 7 � i 1 11 M I I 0'-0" FIN. ELEV. I 1,1 0 11 111 FIN. CONC. SLAB I c j 1 1" PVC CHASE 111 '11 I FOR ELEC. @ 1111 I a ISLAND I 1111 I i I 11 i i ii I I i i ii 1 I I I N ;'1 1 I 1.1 13'1" 1 i 34'-10" I Y i1 X I I TE-1 I EXTEND 3 1/2 SLAB 1 1/2" I I o I I I I I I 5 I Iw T I 13,4„ 24.4„ I 20,47 I I 2 I I I I ,., I � I EXTEND I I X a N I SLAB 1 1/2" � o I bo w II` 11 ml -31/2' I I � 1 I �I o m w ri I tt I LLI ;t P n n W I °a I i I v I m I 14 4-51/2" � I II 1 I 311 M-16X188 — FM-16X18- TE-1 4 4 16'-0„ 1.1 ,4„ 6'-4" 8'4" T-10" 3,_2„ 2F4" IT-4" 48'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-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. 11.01NDICATES #5 BAR, MINDICATES #6 BAR ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 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 8)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" 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 W1.4.W1.4 OVER GENERAL 39/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FWl&18 16" CONTINUOUS 18" - (2)#5's FMC-16a18 16" CONTINUOUS 18' - (2)#5's #51N CURB VARIES F-2424 24" 24" 17, (2)#5's (2)#5's 7E-1 S. SEE PLAN 8" - 1) #5's (- 0•_p•• TE-2 S. SEE PLAN 8" - (1)#5's #51N CURB -)0•-0^ FOUNDATION PLAN SCALE: 1 /4" = V-0" A N C N IT E C T 8 Ggn roup-4, 341 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROJBLVVD. DRAFTING INC. 5439 BEAUMONT CENTERSUITE 3004TAMPA, FLORIDA 336 PH: 813-886.2628 FAX: 813 886-2802 @IYINIII! 8UBMV. as LOOT SILVERADO LOT #17 BLK #16 PROJECT# 03719.001-17161 MODEL• 2368- D GARAGE BMWO: LEFT PAGE: FOUNDATION PLAN r^a DATE 07 09 21 SCALE: 1/4'•=1'-0•' 8HEET s1 30" MIN. EACH WAY FOOTING Z g STEEL REINFOQRCING IN GROUTED z _ STEEL REINFORCING IN GROUTED tMONOLITHIC CELL SEE PL.dN FOR SIZE AND Q d . CELL SEE PLAN FOR SIZE AND�SPACING REQUIREMENTS F}} SPACING REQUIREMENTSC. W 0] U W Ity a .v'a p U Z 8" CMU WALL O 8" CMU WALL I f CORNER BARS, SAME SIZE AS LARGER BAR io g Z +_0.-0' • .I IN FOUNDATION WITH 30" LEG EACH +-0'-0' -$. 'pl WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB ° TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS e ~~ MATCH AMOUNT OF CONTINUOUS BARB • EXT. PORCH SLAB -SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4 CHAMFER (1 STORY)- EXT. PORCH SLAB ff. VARIES °I( SEE SLAB SCHEDULE TOP OAF GARAGE*- I el • ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2' ISOLATION < 6"CHAMFER (2-STORY) 18" W/12"ISOLATION°` 4" CHAMFER (1STORY) 6- CHAMFER JOINT(WHERE 4-� APPLICABLE) Z p4 24, SEE SCHEDULE p5 30' JOINT (WHERE -. •° • EE SCHEDULE .d g FOR WxD, BAR SIZE APPLICABLE) Z_ ^ FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING tN AND BAR QUANTITY 36' AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO a7 42' N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE 34"=1'-0" SCALE 3/4"=V-0" GARAGE CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W RECESS W WALL W/ SYP j O a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ U W B" > NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12N9" WEDGE ANCHOR W/ 2' IW = O a SECURED W/ 2- PART PLATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH UU U t/1 2" CAPPED a g. EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. 0 16" OC GALVANIZED PIPE Q 8", UNO Q FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. CURB FOR o 9 W/FLANGE C BASE N D: SPECIFICATIONS FOR = I USE AND PREPARATION OF BTM AND TOP PLATE ANCHORS W/ JW x 1 1/2' COMMON NAILS FILL ALL U MASONRY N UNITS SET 1:0* AT ELEV. 4„ HOLE. HOLES, DO NOT USE 10d ' SECURE FLANGE TO K x 3 SEE SLAB SCHEDULE W/(4) 1/4" X 2114"+- 0'-0' TAPCONS JLSLAB O"Q- TOP OF SLAB >P - RECESS AROUND GARAGE • DOOR OPENING ,1 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON SCALE:3/4"=T-0 0 (W/ UPLIFT) 5 6 NAILS, 2-ROWS, 4"O/C BTM VERIFY HEIGHT SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-0" LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY LAP TOP PLATE A MIN. OF 46" --�_y NAIL 16" O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS U UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z W 0: SEE SLAB SCHEDULE WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE g a BTM. PLATE TO BE PT. SECURE BT. PLATE TO-0" SLAB W/10d MASONRY NAIL TOP OF SLAB PROVIDE DBL. TOP PLATE / 16' OC STAGGERED. F ¢ W ADDITIONAL METAL m U CONNECTORS NOT a. REQUIRED WHEN NO UPLIFT IS PRESENT. O e" CMU WALL +' 0'0 POURED LINTEL CONT. (TYP.) 4 . S.CMU FILLED CELL (TYP.) �t0': TOP OF SLAB - SEE SLAB SCHEDULE EQ. EQ. SEE SCHEDULE _I° 2X WALL FRAMING ';, FOR WxD, BAR SIZE +. 0'-0" ZFFOR SEE SLAB SCHEDULE y;: 12" DIA. SIMPSON ST82 BOLTS 5" AND BAR QUANTITY TOP OF SLAB .a< Z — c MINIMUM EMBEDMENT INTO "ISOLATED"COLUMN PAD GROUTEDCELL,4"FROM ENDS AND pINTERIOR CURB FOUNDATION WOOD WALL CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLYWITHFOUNDATION AND SLAB SEE SCHEDULE TEDULE FOR WxD, BAR SIZE BAR SIZE AND BAR QUANTITY X AND BAR QUANTITY VARIER B' INTFOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3- 3' D__�ERIOR (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=T-0" L. Y 11 SCALE:34"=1'0" 8 SHOWER RECESS FOOTER 12 SCALE: 1 "=1'-0" A R e N I T E C T S Grow inn 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroupxom AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2828 IIIN FAX: 813-0862802 13'-2" 9-A" 5' 2" 14'-5" 10.4. 7' 9" 4'-10" DOWEL PLAN SCALE: 1 /4" = 1'-0" A R C N I T R C T a — Desion PH: 407-7748078 FAX: 407-7744078 w .abdesi8n8roupxom AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8862628 FAX: 819.888-2802 !oz1 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. �_ TO HORIZONTAL REBAR W/ . HOOK GROUTED BOND BEAM VARIES PER ELEV, ° i c 5 g Q Sc I. O a #5 BARS < Q • 10" HOOK o z ° ..—�< ° a • �� • °°�fL° { B• CLEAN OUT REQUIRED m 1'-0" lr m FOR INSPECTION •Q _ •• Y I M 0'-0"FIN. FUR. O •a TIE ERIZONTAL REBAR • TO HORIZON REBAR W/ 111" HOOK BAR SIZE 48 BAR DIA. ° zW MO0 #3 18, #4 24„ #5 30' CMU UNIT DIMENSIONS �� ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR#3 48 B1S DIA. 46 361. #7 42" HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD #4 24" #5 30" • 0/ MASONRY SYMBOLS 3 SCALE: 3/4-T-0' REINFORCING 2 REINFORCING SCALE: 3/4"=1'-0' # 4 I SCALE: 3/4"=1'-0" 8'Sc8' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN ro DOWEL IN FOUNDATION. FOUNDATION. � ❑ © o N. DOUBLE FILLED CELL 4 IRCNITECTi 6 Gason 41 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdeaigngroupxom AA #: 0003325 pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 e�iemn� SVHDIV. & L.OT: SILVERADO LOT #17 BLK ##16 PROJECT* 'Moa2368—D DETAILS D TM 07/09/21 SCALE: 1/4"=1'-O" 8HEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4% FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE b DESCRIPTION REMARK 0 (2)2X12 GENERALNOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 7lh EDITION, 2020 RESIDENTIAL SECTIONS R402.2 8 R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 8 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 4021602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO I V SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A6151A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A1064/A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O0OPSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4A FOR LINTEL LENGTH AT 6-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 0 Ell Ell ENSM14ME1 1 8F16-1T/OM/OB 8F16-lT/OM/OB M 8F16-1T /O/1B T/0 /0 8F16AIIIIIIIII 8F16-lT/OMIIIIII PRE -STRESSED .1 .1 AH7T O � BF16-1T/OM/1B O I L J UNO. PROVIDE BB1 r- -- [] c WHERE ROOF 0 TRUSSES BEAR, TOP Q OF WALL @ 9'A" LINO ~ � I I LL I I 0 I I m 0 I I � I I i I I i I I I I I I I I I I I I I I 0 0 ----------J 0 mo 0 LL L J 0 to SF14-IT/ON OB AH7AB ECESSE 0 0 N 0 8F36- /OM/1B PRE-S ESSED 8F16- /OM/18 LGE RGE U LIFT BEAM PLAN SCALE: 1/4" = l'-0" IECNITECTE-1 6 GaNsojgn 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwW.abdesigngmupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 813$86-2828 FAX: 813-886-2802 OINI�I�I anunm SVHDIV & L0711 SILVERADO LOT #17 BILK 416 GARAGE SWING: LIFT BEAM PLAN D 07/09/21 SCALE: 1/4"=1'-O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"W' m 1#6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. •(�G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL �OF\�\� IGHT REINFORCING FORCING (L2) 4.ETHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUNDffizo �C9S AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 9" 06' jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/30" LAP FOR EACH QJ�QP / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL / ti . 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP8xl6 VERTICAL REBAR W/ 10' HOOK �'�Q DEL BEAM W/ BOND #5 BAR BOND BEAM 8 e EACH COURSE •\Q�\A G 8x8 BOND BEAM TOP OF • W/(1)#5 BAR ._L; BOND BEAM 30" TYPICAL �QQ��\� F = FILLED W/GROUT •(\AQ U =UNFILLED GROUT SOLID FROM TOP .jl\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF JS'S, IN 2N0 BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 M\�EQ 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE peSEF�� NOMINAL—�� LINTEL W! (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY PR HEIGHT # OF #5'S, TOP e OPE"'NG 7' CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX- 1 TH M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0 1 AND XFXX- i Ti0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1TM MM INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP io LINTEL OF OPENING AND XUXX - IT/OMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN. PRE -CAST 3 114' 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL = SLOPE SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" O m EMBEDMENT 4 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 19' O.C. MAX. MIN 1-1/4" MIN, 2-12o PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP ��*� SCALE:,,/a'=1'-0" 3 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. SINGLE #5 CORNER 4. BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF JFILLED CELL BOND. BEAM 0 I) I II I U II IU 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4-T-0' SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" kRCNITICT6 Gaon. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 5078 FAX: 407-774-4078 W W W.abdeslgngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134IM2628 FAX: 813586-2802 �ININIII ammm� SVHDIV. & LOT: SILVERADO LOT #17 BLK #16 PROJECT# 03719.001-17161 MODEL.• 2368—D GARAGE OWING: LEFT PAGE: DETAILS 01 DATE: 07/09/21 DATE: SCALE: 1/4"=1'-O" SHEET s2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG 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. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-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 2x6 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 3" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" A R C H I T I C T E 6 GrouuLT. LONGWOOD, F132750 PH: 407-77446078 FAX: 407-774-4078 W w W.abdesigngroup.com ` AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-888-2802 A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS 642) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d. 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (1 6) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 k' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX, TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L: 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) 88S_lGylR_DERPICAL TRUSS/ CONNECTOR(S) SCAL :34"=1'-0" SERIES BAUM BLOCK THMESS 4500 3/4" WOOD PANELS 6000 (2) 112" WOOD PANELS 80 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN %,_'�I-JOIST CONNECTION @ L.B.W. �+ SCALE:3/4"=l'-a' (NO UPLIFT) NOTCH DEPTH 1/4'D HOLE EDGE >5/8" HOLE DIAMETER SGL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE >5/8" 01 BTM. HOLE DIAMETER PLATE < 3/1-D DBL. STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRL 024" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6'. 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. X­A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS �' x 2 }'TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SDS }" x bQ, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) }'x 57ITEN HD TO CMU AND (18) BOB J" x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) sem BACKER BLOCK 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10tlx1/2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB 8, (18) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB ed LVLIWOOD POST CONNECTIONS 5 SCALE: 3/4"=T-T NOTE: A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C -SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV, COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER (-;- ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER S T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR J SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4)., lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1.4 BTM. CHORD BRACING U-0" O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� /� /� INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1' 0" SEDGE CENTRAL SPACING SPACING SEE SEE S BRG BTM. CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1/7' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, B" ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5, IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE B'EDGESPACING CENTRALSPACING A DOUBLE 218 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/7' 8" O/C 16, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6" O/C 17' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=l'-0" (2)2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d Q EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) #-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3) "X" BRACE SECURE 218 PT. PLATE (1) "X" BRACE Q CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT, 2x4 SECURED W/ (2) 10d's C EACH TRUSS Abu TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE: 3/4"=l'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" A N C N I T E C T S 6 Design Grou LLD. l41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2626 FAX: 813-966-28012 BIIIIIIIII FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10.-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, �� FLOOR BRACING SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS—/� SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING EEC SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR NAILS 12" GIRDER TRUSSHOG WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND � STAGGERED UPPER PLYY INTO 2x6 BELOW 8"CMU WALL REINF PER PLAN PER ELEVATION O Z 555@ o= U PER ELEVATION 1X2 FIRE -STOP MI #8 WOOD SCREWS IM x2"LONG03"O.C.; STAGGERED OFF ,IIIIII, _ CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA TRUSS •2DDf'- /4 NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL O NOT USED 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ W O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x8 x 2" LONG (� O.C.; MI 2x4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW O STAGGERED OFF '11II1 NAILS EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6; 3/4" AS SHOWN n' 2x4 BRACE 0 48" O.C. w/ (5) 12d l'A" MIN. FROM 2ND. FUR. FLOOR DECK 'µ NAILS ? EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 12" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX @ ST. OF FLOOR TRUSS 8" CMU WALL 8" CM AT 1S- O.C. AND 6' FROM INTO BLOCKING (ST. 2X6 IS FOR WALL SHEATHING NAILER) PER PLAN END W/ MIN 5-12" EMBED. 16d NAILS (d 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION 3 �DF- Z 0= ��W NAILING PATTERN UU rz41 PER ELEVATION PER ELEVATION PER ELEVATION FMP' ENGINEERED WOOD PRE-ENGINEEREDWOOD 2x4P.T. CEILINGFLOOR TRUSSES (SEENAILER FLOOR TRUSSES (SEE W/ FRAMING PLAN) PRE-ENGINEERED WOOD r FRAMING PLAN) MASONRY NAILS �,2 D.C. FLOOR TRUSSES (SEESEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 DETAIL IF FRAMING PLAN) BOND BEAM REO. BOND BEAM REO. EVERY TRUSS(VERIFY 1X2 FIRE -STOP INSTALLED TOO LOW .. SIMPSON HETA-16 W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY W/TRU S SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE: 3/4"=1'-0' PRE-ENG FLOOR TRUSSES NOT USED O 7 SCALE: 3/4"=1'-0" O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHEID BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX PER EL VATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A- SIMPSON MTS12 STRENGTH CLG. BOARD 44/46 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. i6d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 9" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • O• • SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. O AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONTFILL 2x4 SECUREDLED010-4- EACH ALL HOLES, DO NOT USE 10dx3' 1/2" " WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TRUSS TO BE INSTALLED (� 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16" 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TO POST CONNECTION 0 SCALE: 3/4"=1'-0" a a° A-SIMPSON MTS-12U< 990 LBS W/ (14) tOd GALV. NAILS. • 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'kO"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" SIDS TO POST TRUSS CONNECTION @ L.B.W. PosTTosLABCONNECTION SCALE: 3/4"=1'-0" A8B - SIMPSON ABU44Z POST BASE <U:1,900 G',5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 D. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-1/2'NAILS TO POST. iRCNITECTa 6 GrouS Ln. 41 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-262S FAX: 813-886-2802 annmr! D TE 07/09/21 SCALE: 1/4"=1'—O" SHEET S3.1B PRE-ENG TRUSS(STRAP 7FRAMING NOTES) 2XI2 HDR W/FLITCH PLATE. ATTACHED W/(2) 2X KNEEWALL TO BRG. HT. META-24 • EA. SIDE SECURE TO CI RI W/ I/2'X9' ANCHOR BOLTS W/ 2' WASHERS PRE -ENG. TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER FRAMING NOTES) • 24' O.C. (T' MIN. MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND 12'-S' BRG. W.T. (2) 2XI2 HDR VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE 10'-10' TOP oo OF ARCH DBL STUD B DBL STUD WK2) SP4 W/(2) SP4 (TOP 4 BOT.) (TOP 4 BOT.) V-4' BRL's. HGT. S' STUCCO 9'-2' SPRING BAND INE OF ARCH T LL 1- W-4' ENTRY SECTION -ELEVATION D. B SCALE: 1/2'• I'-m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407.774-4078 Www.abdeslgngroupxom L AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813-888-2802 FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15132" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" 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 @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH CIA. TENSILE STR. SHANK ASTM Btl RING SHANK, 23/8" OA13 170.000 RING (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 Sol RING SHANK, PNEUMATIC 2 318" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ZONE 1: 8d NAILS @ N. O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND f. O.C. IN FIELD ZONE 3,3e, 3r Bd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IIN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Z Q Z 0 �W Y c Q U N O (0 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES - w zW Dw Y = U q O Z S • �A�A���A�.�A�A�A�A�A'JrM J s ® 'A'A11102 RAFTER OR TRUSS ROOF SHEATHING Z = O 9� m D BUILDING LENGTH U T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Sol RING SHANK GUN NAILS SEE'ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6"-B" O.C. MAX '@ EDGES & 12' O.C. MAX•IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS HIP RDOF ROOF VIAND DESIGN PRESSURES NET(GPOS9) ASCE 7-16 ZONEb= 1 3e=3B.7 IONE ZONE 11 SS7 ZONE 3r=55.6 L' EIDZONE DSTANC< BASIC WIND SPEED 150 MPH RISKI-K INTE­ Ta APPLIGBL OOEFP.E PRESSIAiE OJEFFlgEM. N-0 IS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MRIUTION SPAGNG REMARKS APPLICATION Sim 1. SPACING REMARKS fz2PT URR MAeONRY/GONG. G HMOENEOODL NA 2'LONG. 9 OK: AGES DOORBUCX To MANC. 1/4'•DA. NOWASHER RV TA FASTENER „ 6 OH: .4"ENo DIST —EDGE.. SODDOORS L. EXT. DRS USE HAR DENEDOJIL E.- WINDOW/OOORI FASTENED RAG EOOORBUC!( oA'O IIY qA EXPANSION BOLT ie"OIC I31P CIA)EMBED, CENO T., g9 x PA 9TASOEPEp NNYILtl6C. xJ WASHER 2I"OIC lt2'DAj WEDIST aox; WINDDWmooR/FA9TENED CONTACT THIS ENGINEER FOR SPACING GA9EHAROENEOwIL NALI I2 LONG. INTO MASDNaY/oGNc. rensoNalT° sic REQUIREMENTS EXT. SWING WON SUCK d PT, 9EENOTE6 (2)3116'gA —HER "TAPWN" FASTNER 1B OO 111Y EMBEq. B"END. OIST., 112"EWE DST. NON -BEARING WOOD I2"° EXPANSION 4•'EMBED. 4-END W/WASHER BOLT 2401C DST., I EDGE DST. Tzr T WINDOW BUCK Se° PAF 21 fry' O/C 4° END GERED EI TT,I Im P 09TEEL COL, SEE S'1y,,/WA911FR /S 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 MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS VIDE OR WDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2T MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3LC33M. MAXIMUM AGGREGATE SIZE SHALL BE Mr. STRUCTURAL DRAW NGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAW NGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS 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 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF '= FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0GROUND-GROUND WHERE INDICATED ON POLYETHYLENE ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCd( SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PROVIDES. SEAMS NAPPED 61NCHE SEALED WITHRRIADHESIVEME TAPE. AND PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAW NGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -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: I IN PER MINIMUM NAILING G E FBCR 2020 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH 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 WTH 2. 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 -non-concurrent 10 psf BTM CHORD -non -concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf IN/ No GYPCRETE) 9f BT CHORD 5 sf BTM CHORD 10 M p P DEAD LOAD TO RESIST VIAND UPLIFT: 10psf BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 psf WIND : DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20PSf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pe,, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS W ILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T 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 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36". 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB BEAM O LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH C D R MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 6" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE 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 SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1Q" FOR (b AND SMALLER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-112- FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE S, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/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 "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN STOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. A N C NI T E C T i 6 Grohs 1441 N. RONALD REAGAN BLVD. LONGWOOD, 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. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 A R C N I T E C T 5 Q TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7D STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHP J" MAX. 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 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @-'` 12" O.C. MAX (INTO NELQ 7OWOOD) IN J-CHANNEL SLOT f, WOOD BATTEN @ -STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. ELQ i" MAX —4 {o— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- -'-[ Q J-CHANNEL-/ J, N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JO �BY OTHER 2-1/4" EMB. 1X2 WOOD BATTEN 11 OFFIT 1D `J-CHANNEL Q DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER rTRUSS/JOI LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS (D 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. ,,,.-STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) SPAN'L' SPAN'U EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL i„ DETAIL C J-CHANNEL 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEWASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. �!ltlt.F'•.. !t i ij' •t?}�fi?>{>; j?>�:iFii 9 375375 4 3.625 3.625 .3. 5 08 .03 u VA 12 OA� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A Mason LCl 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdasigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81"SS-2628 FAX: 813-886.2802 11111111111 01111111111, Vf 171