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HomeMy WebLinkAbout7187 Steer Blade Dr99 2368-DESTIN9' FOR: • , HORMN Cap S F K SH,41 /. Cn o©'ryk4n��NqA,�E43 /�8U4.Pr/Ya �17/u )ECTLDNGCOjE,® �N© OFRakING 11 S • vZ 'Ssw4wep REVIEW DATE ; MAY 0 5 2022 CITY OF ZEpHl' HI PLAN EXAMINER 12602 TELECOM rDRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -/n= B[HIM COW Rg=gnU4 ABV. ABOVE LAV. LAVATORY DESCRIPTION ®1ft�I y�D) A/c AIRCONDITIONINGMC. ADC ADJUSTABLE LU LUMICINE MEDICINE CABINET ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION ... DR HORTON HOMES AM STATE �� 1DCAL siAxs CODES -OCCUPANCY - RESIDENTIAL, GROUP W ALT. ALTERNATE. MFR. AMP. AMPERAGE MIN. BD BOARD M.T. MANUFACTURER MINIMUM METAL THRESHOLD ADDED STONE CAP NOTE TO ELEVATIONS PG C3-COVER SHEET PG GN-GENERAL NOTES rw/29/to UPDATED LED LIGHTS PER DJLHDMN 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -CONSTRUCTION TYPE - VB -10. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - Vult=150 HPH V8sd=116 IIPH -EXPOSURE - B :EXPOSURE RESIDENCE - .$-STORY RESIDENCE - M. HEIGHT AS PER LOCAL AND STATE CODES CL CENTERLINE MTDMOUNTED ° o �EB� NMTL TS CLR. CLEAR OC CONC. CONCRETE PI, CPT. CARPET P.B C.T. CERAMIC TILE PH. D. DRYER PLY. DDOUBLE PL ALGLAZED PR. DO, .G W. DIA. DIAMETER P.T. NOT TKO SCALE ON CENTER PROPERTYLME PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG AI -FLOOR PLAN A2D—ELEVATION "D" FRONT & REAR PG ASD-ELEVATION ro" LEFT & RIGHT PG E1—BLBCTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG DS—PRODUCT APPROVAL LISTING ADDBD BBPARATB BLBCTRtcAL DBIAR3 PBR D.R HORTONPG ADDED SIMPSON CONNZCTORB LLA. USP 07/14/20 CHANGED ROOM NAgn PER D.R. DORTON 1E/0I/80 NADE REDLINE CHANGES PSOL ENO. FOR 2080 CODE CNANCE f2/Qf/2o ITI WAITING ON ENGINEER APPROVAL FOR DBTAII BB UPDAT 01/19/21 IWATHED ALL )O S TOR 2020 FRL CODE CHANCE DIM. DIMENSION R. RISER PG WA1—WALL ASSEMBLY DETAILS DISP. DISPOSAL PAD. DP. DEEP R.A.G. D.S.DOWNSPOUT RE DTI. DETAIL R.O. RADIUS RETURN AIR GRILL. ROOM ROUGH OREEXT PG WA2—WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS PO WA4-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS STATE OF FLORIDA �'1 .��1 /'1��('1 Q S C 1• �I:1W,�i R• PROFESSIONAL ARCHITECT: o.w. DISHWASHER s.c. sO.mcoREExrDR EA. EACH S.D. SMOKE DETECTOR PC WAS -WALL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA ELFV. EQUAL ON SHT It SINGLE HUNG AR No. 93723 EXH. EXHAUST SH R. FDJEXTEXTERIOR Sim. F.GIFX, FIXED GLASS SIM. SHEATHING SIMILAR SIMILAR _ A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LIVING 2312 Sa FT. GARAGE 536 ba FT. ENTRY 50 6a FT. F.O. FUEL GAS SL FIN. FINISH SL. GL FLR. FLOOR STD FLUOR FLUORESCEIN' SWS SLIDING SLIDING GLASS STANDARD SHEAR WALL LONGWOOD, FLORIDA 32750 COVERED LANAI 201 6a FT. FTGFR_DR FOOTING FRENCH TEMP. SECTION GLASS Tel: (407) 774-6078 TOTAL 3I6-1 lbQ. FT. GA, GAUGE THK, GAR. DISK GARBAGE DISPOSAL T.O.0 THICK TOP OF CURB Fax: (407) 774-4078 G.F.I. �ERRUPTER CIRCUIT T�O R TO.S. GL, GLASS TYR TOP OF PLATE TOP OF SLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG SIAA-DETAILS PG 31.E-DOWEL PLAN PG 31.2A-DETAILS GYP. BD GYPSUM BOARD UN.O UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR HIT HEIGHT W/ WITH INSUL INSULATION WD. WOOD DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUIIDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. MT. INTERIORW H W.I. WATER HEATER WROUGHT IRON PG S2-LIFT BE" PLAN PG S2.IA-DETAILS PG S3-FRAMING PLAN IF:ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-ENTRY DETAILS PG S -DETAILS PG SDI -SOFFIT DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. 48 DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RPI's HAVE SEEN GENERATED FOR UNCLEAR ASPECTS OF THE RDaign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 W w W. ebdesi gngroup.c0m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2828 FAX: 813.866.2802 PD2 08/02/21 SCALIM 814i11 ZT cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (202D) . 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 R301.2.12. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS t, 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0,48 MM) SHEET STEEL P MIN. RIGID ON-METALUC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE 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 FLOORCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 8fTE 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, OWSITE 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, PLANTI4GAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014). E. APA- THEENGINEEREDWOODASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MNIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER B. WALL CONSTRUCTION. S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MNIMUMAREA SHALL BE 8 FT .SQ. PLAB 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 3GPM 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. EXTBUOR WALL COYERINf� 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 FINISH 8 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, 10 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-C 1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-106319a & 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-CIO63- 19a AND R703.7. FIREREWANTCONSTRUC ION 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. EXTERIORCERMOS 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OTNERYATM CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THATAB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71hEDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) rou� 641 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77445078 FAX: 407-774407E www.abdssignVoup.wm AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 336M PH: 813.88 .2628 FAX:8138862802 Dww 08/02/21 SCALLM 1/4"=1'-O" dIi1BR:'P GN 4N'-0' 4'_6• 91_81 1'_4 1'-10, 4'-4• 36'XI2' PCX 25-814 I \I I�D/I 25-SW 25-6H - 0 — — — — — — — — — — — — — -- -- I I I BEDROOM COVERED e' 4' CLG inBEDROOM 4 _ 9.4 CLOL TRAY a& I 70 w-B' I 4'- 1'-10. '_B. 3._l, 9,_2. g'-I• = ,- rn I I 9080 6RC•D. I ----- T— 11' 4'-9' 3'-6' 7, .9. 16'-5' 0 ® I I I CAFE I 9'-4' 5'-B' I I 24'-1' I ip ® x 9 -'t !� 2' ' P.e I 01 GREAT ROOM V-4' CLG. TRAY CIG. ro W-01 N I I I I I; l I I II0 I 1 1`-- I sSIBL I r I I I o m I I I I I 0 NKH I ---- ------�j j j I I I 16H L — — — — — — — — — — — — — — I 9 J ii l i 0IFT II'_0• T. b'•4' 14'-Ui' 3'-m' 2'-4' 'V B�_6• ii '. BEDROOM v V-4' CLG. o ti' j _ I I DINING ROOM e. v I PArt. 4 -0' m 56H i�'•i ii -j- u r-----1 v N 54'X22' MT I WH 2X� • TUB BATH I 1 II `^ �- SOT, OF HDR 6 IS.-O.._0, I L — — — — — i ATTIC ACCESS PRE- o PLUMB L.T. 4' 3' W-4' CLfs ro \3 9 FOYER T-4*QA 1'-S' 11-2111, ------ — W-0' 0 GARAGE BEDROOM VACLG ENTRY dl D'•3' CLfs. 16'-0' X 1'-0 OH. 8'-0' X 1'-10A. EGRESS EGRE66 48'-0- FLOOR PLAN SCALE. 1/4' - I'-C' HIS 11 FLOOR PLAN NOTES II ALL D!'119161046 AM FROM FACE OF T vi' BLOCK WALL Olt ROM OF FLOOR SLAB> TO PACE OF WALL SRUD UNA. • ALL INTERIOR WALLS ARE 3 k' UNO. - DRYER VENTED THROIkiN ROOF IVM. NOT SCREENED. • AIR COMPRESSOR SET ON 44'A44' POURED CONC. PAD. PAD ROSINS 6' PROM EDGE OF STRUCTURE. . SEE SHEET ON PO! GENERAL AMC- STANDARD BUILDN6 NOTES. - ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT NTERtlPTER . ALL FULL WEIGHT BLOCK IUALL6 BETWEEN PHED CEI.L6 MTWOUT OPSNNGS AM SHEAR W41.1.6. SQ.FT. CALC.TS LIVMG 2312 6Q. FT. GARACsE 538 SQ. FT. ENTRY 50 SQ. FT. COVERED LANAI 201 6Q FT. TOTAL 3161 SQ. FT. NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LEW THAN 13/8' (35 MM) IN THICKNES6, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT W-4' BRG LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET ! INSTALLER 6HALL BLOCKING ] INSTALL FLAT ELECTRICAL BOX -jBAR REINFORCMG AT ENDS OF PARTITION KITCHEN ARIE B, C! BRACKETS AS � L 2'X6'X35-V4' CABINET"NECESSARY. 0 LOW WALL i 2'X6' STUDS • 16, O.C. DRYWALL (K)ABA�RDETAIL COM'aIBRAN) CLADDIIO MD LOADS MAC ■D EAOAiE RA i IECa1D aaillr a1BNot 1a m ZW IBI M'H MD MO 1BHAi AMTTI4E FWAQE MIN. WINDOW 3 5 243/-329 CRITERIA EXTERIOR SWING 21.3 5 23.V-30.1 DR MIN. CRITERIA BAD. MIN. 12 5 212/-263 CRITERIA 16010 O.HD. 112 5 203/-24.9 8010 O.W.D. 56 5 21B/-21.1 BASIC WIND SPEED MPH — 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=B, MEAN ROOF HT. = 14'-8' PRESSURES HAVE BEEN MODIFIED PER FISCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. LlC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 w .ebdeslgngmup.wm L AA S: 0003325 DRAFTING BY: A.B. DESIGN GRO]BLV-D. DRAFTING INC. 5439 BEAUMONT CENTERSUITE 10D4 TAMPA, FLORIDA 336 PH: 813-888-2628 FAX: 813.886.2802 DJl 08/02/21 AIIHEICT likk Al -- — — — — — — — — — — — — — — — — — — — -- / WINDOW \ RAISED I I SruAND I BaND wlNDow RAISED STUCCO I 5. BAND I I I I I I DETAIL DETAIL \ A SCALE ' : . I'-m• B \�----------------------/ — — — — — — — — — — — — — — — — — — — — — — — — — RAISED \ \ STUCCO I BAND SIDE ENTRY SIDE LITE DOOR LITE I '1' N I I I I I I j DETAIL -- — — — — — — — — — — — / /DECORATIVE \ �Y ELEMENT I II' II' I I i I I I _ I I I I s I I I I _ I I I I I I I I I DETAIL �\ D SCALE, 1'. 1'-0' j/ RAISED s \ I STUCCO •I' I BAND iF , I I I I C"RAGE I I DOOR I EDETAIL SCAL , 1•. I'•m' I 19'•S_ RIDGEL _ 4KR Y FRONT ELEVATION-D TEXTURED FNIS14 NOTE: WALL FENESTRATION PLASHMG AS PER PBCR R103.4 STONE VENEER TO EE INSTALLED PER MANIUFACTURER'S SPECIFICATIONS REAR ELEVATION AREA OF ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3164 /300 = 10.55 ENTI LATION AREA X SQ.INCHES PER FT.(144) = 1519.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OFATTIC .5X 1318.72 - 759.36 SQ. IN. OFF RIDGE VEN TILATION AREA = 115 SQ. IN. PER VENT 759.36 /115 TOTAL M O F VENTS REQUIRED = 6.60313 TOTAL If OF VENTS PR OVIDED - 7 P SOFFIT VENTILATION AREA 11.736 EA IN EAL FOOT LINO = 759.36 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED = 64.7035 LINEALFTOF 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF W A LLTO EXTERIOROF WALL NO OVERHANGS INCLUDED /--------------\ I FOAM v CAP I I I •3' I I I I I I STONE I VENEER I I I X" I I � I I I I I I a I I � i I I I I I I i I I I I I I I I I I I m'-V' FIN. FLR I I I I I I DETAIL l\ F SCALE, I'. I'-& / A It 0 1 IT 0rouI 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebdesigroow om AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33534 PH: 813-886-2628 FAX: 813.8862802 SILVERADO LOT# 13 BLK# 14 GARAGE awlNGs FRONT & REAR ELEVATION „D„ 12 DATE: 08/02/21 BCALNI BiMET A2D 10 r SHINGLE 5� ROOF v OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT NGT. HGT. E:l TEXTURED ® FMIBH 9 2'-D' a io — - - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — _ - — - — - — - — - ---! FIG FOAM —� CAP STONE VENEER 09 SHINGLE ROOF TEXTURED FINISH LEFT ELEVATION-D OPF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT TEXTURED p FINISH F-1 c0 - - - - - - - - - - - - - - - - - - - - -- 4'-- - - - - - - - - - - - - - - - RIGHT ELEVATION-D 0'-0' FIN. I C Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746076 FAX: 407-7744078 WwW.abdeaiHeOeeP.c AA #: 0003325 olf DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 613406-2626 FAX: 813-8862802 ELECTRICAL LEGEND SYM. DESCRIPTION A TANDARD BUTCH -WAY BUTCH .{} -UTAY SWITCH IMMER BOTCH HB BUTTON ISCONNECT T HCRMOSTAT RNGLE RECEPTACLE (li5v4V-AMP NiLE POLE) DUPLEX RECEPTACLE I0V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT ERUPTER/TAMPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERUOR WATERPROOPKiN CEPTACLE (GROUND FAULT ERUPTEID QUADPLEX RECEPTACLE ® DUPLEX RECEPTACLE (FLOOR TE0) RECEPTACLE (4 URE GTOR) -0 ICATED RECEPTACLE 1•0 L MOUNTED LIGHT ILING MOUNTED LIGHT ANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN UTH LIGHT (1 0" PER 80. FTJ SBB BULB LIGHT FIXTURE jumm BULB LIGHT FIXTURE G89806 BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN }�( ER CA15NOT L1614T ® 'FLUORESCENT LIGHT (RECESSED) ® xOUNFLUORESCENT LIGHT (SURFACE k4' FLUORESC 94T LIGHT (RECESSED) � x O GEBB LKTHT CEBS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. fAFI ectRICAL PANEL (FIELD VERIFY OGATION) HZI •BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) EILNG MOUNTED FAN A T FAN (I CRN PER SO. FTJ 4 JACK b DETECTOR (WALL MOUNTED) QQ DETECTOR (CEILING MOUNTED) MONOXIDE WGIIECTCAK HIME6 ® L HER TV JACK •'E PORT • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION I"EErm • ALL 0 a 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISION* OF PENCE! lih EDITION (2020] NEC 210J2 201"1 • 20 AMPP DEDICATED LAUNDRY CIRCUIT. • GFf S ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISC0WECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO NAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI9013 FBCR llh EDITION (20201 • LAUNDRY ROOM RECEPTACLE *HALL BE GROUND FAULT CIRCUIT-NTEIERUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Ah ED • ALL UIOI@K TO COMPLY UTH ELECTRICAL PROM*IONS OF THE FBCR T7H ED (2020)- • ALL LAMPS BLIALL BE SELECTED BY BUILDER AND OF LC.HTING &LUST BE ENERGY EFFICIENT n TYPE PER RJSL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. llh r-------------T I I I I BEDROOM I � i I I I I I \\ I I PRE -WIRE \\ FOR CLG FAN \\� I I L----------- .I J I �(\ N.I.C. PRE -WIRE \ FOR \ CLG FAN \ 1 1 1 I I BEDROOM / PRE -WIRE FOR CLG FAN —_ r9117i__N II: U' ^ PRE -WIRE i--v FOR / CLG FAN I i 1 UP u \. I / I I / I I / I I 1 I I I 1 GREAT ROOM I / \ BOX UNDER PRE -WIRE \ GOLNT�R FOR 0111 CLOP \\\ y I I \ I I 1 \ I - I ----T--------- 1 \ � 1 —T \ DINING / ROOM / 1 OPT. DINING / 1 FIXTURE / 1 1 9D/CO to rtn I I I 1 1 T 1 GPI ENTRY', u I BEDROOM ` 4 P / PRE -WIRE / FOR / CLG FAN 1 I ELEC. FOR HOOD/ MICRO ABV. II __1_, • i 6T I I I 0 I w. I � I D. I N -------- 1 , 44f"ir PL-----� 44'AFP \r/�"'ArP. PIS-MB \ LIGHT SWITCH IN PLl L.T. 1 L.T. ATTIC I ACCESS 1 ------------ GFI CLG.8 GPI OUTLET GARAGE OUTLET i OUTLET FOR IRR"TICN TIMER 0 LL WW U. > PRE -WIRE -- ---- --- PRE -WIRE PRE -WIRE FOR COACH FOR COACH FOR COACH LhSWT LIGHT LIGHT ELECTRICAL PLAN SCALE, 1/4'.1'-0 LED LIGHTING Ca? DOUBLE LAV. BATH I LED LIGHTING C�? SINGLE LAV. BATH 2 LED LIGHTING @ SINGLE LAV. BATH 3 (CONDUIT TO TEIRMW"TE ABOVE SOFFIT • OVERMAN 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, COMBINATION SBIVICE 200 AMP *0440 VOLT A ELECTRICAL MATERIALS AND INSTALLATION& DISCONNECT I PHASE SMALL COMPLY WITH ELECTRICAL PROVISIONS OF PROVISIONS M SWInM Mb MLO THE NBCR TTM EDITION rz )LOCAL CODFA. AUD ELECTRIC PANEL ALL LOCAL POWER COMPAN71EgUIRET'IHNt6. METER IN N EMA ALL CONDUCTORS SHALL BE TYPE TM NMW 2�AO 3R ENCLOEM iR LEM NOTED OTNERUISE. TELENNLTE CABLE POUER C0ITANY TRANSFORTER B�NMR�a�ree M' �T MTERSYSTQT BONDRNS ?ENMINAL AT GRADE LOIs VOLTAGE CONECTIONS PROVIDE 200 AMP, E04240 VOLT. I PHASE i 1 4 CU SERVICE N dWU D SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONOIQTE 7)0 COPPER (CIU) IN 2" DIA SCHEDULE ED PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 8'410 ALUMINUM (AL) IN 2" DIA SCHEDULE EO PVC CONDUIT UNLESS ELECTRICAL PROVISIONS OF FB6R TTM EDITION f7010) SERVICES FRONDED BY TIE ELECTRIC COMPANY. COOPIO HATE WITH THE ELECTRIC = D)S" DIA X 0 FT LONG COTTER =CLAD COMPANY PRIOR TO BID. GROUND ROD F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.a6deslgngroup.° AA NI: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134NW2828 FAX: 813$= PRINT fO: 08/02/21 9I;M= E1 00 2'VTR /I /p`1 I 2'VTR / I 1/2' 2 TUB T� f I 1 j I 81 r• AVIL TUS, r LA 2' I z. 2'vTR �I V2' _2• rI LAV I I sHUIR We 3. 2 VTR KITCHEN I 2' ow W/ ,I AUTO VENT /I s' i I 3' PRE- I PLIH'TB L.T 3' CO V 4.1 UASHER NOTE: ALL PVC PLUMQED TRAPS TO ARE TO BE 'P' TYPE. MAIN 'S' TYPE ARE PROHIBITED. PLUMBING RISER SCALE: NT5 PLUMBING PLAN 5CALE: 1/4' . I'-V r JA rou� 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7746078 FAX: 407.7744078 Www.ebdealgngmup." AA * 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 81.3.8862802 LOT# 13 BLK# 14 PROJECT/ nA'710 nn1—1 AiA9 PACE: PLUMBING PLAN 12 wKEET p1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS @HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS A MASTIC, AND INSTALLED AS PER FBC ,TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. S. ALL FLEX DUCTS SHALL BE APPROVED UL IBI CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. PRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC ,TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SWODUERS, SPAS AND SIMILAR BATHING FIXTURES 814ALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC ,TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG, RECOMMENDATIONS AND PBC ,TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTEC14 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL 1010 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY___1E d REFRIGERANT LINES x AIR HANDLER y SECURE STRAP TO CONC. EXTERIOR WALL LLV (2>•3/I6'X2' TAPCONS NDENSER CO UNIT SIMPSON WB ROLL STRAP E�,Tt y 3/4' PVC CONDENSATE DRAIN LINE OR EQUAL EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB PLATFORM REFRIGERANT LINES TO CONDENSING UNIT 4'CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 08XI 1/4' SHT. MTL. SCREWS TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAM, AS PER CONDENSER UNIT FBCR,TH EDITION (2020) .C°DE CONNECTION TO PAD SECIION3012A SECTION 3m,J.4 HVAC DRAINS NOTE, MAN COND. DRAIN 3/4' DIA. OVER HEAD • 121 FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG BRA" PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDEH SERIES NICKEL. BRASS TOP CAULK P.VG OPTI/SPEC PIN. GRADE OR PAVING SEE SPEC. P-8'X8' CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYPN� nEXT. GROUND CLEAN -OUT (TYPNT) MECHANICAL PLAN SCALE, 1/4' . I'-C' NC. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,5078 FAX: 407-7744078 www.abdealgogroWcom AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT COM BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-BBG2828 FAX: 8134M&2802 2X4 TOP PLATE PER F PRE -PAID TRUSS In. CLG. BOARD 1/2' DRYWALL Tv)r SECURE BT. — PLATE TO SLAB UV Val MASONRY NAIL • 32' O.G. MAX FIN. PLR 2X4 WOOD STUDS U4' o:G. &LAID TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL IETS SHALL BE NOT THAN 2x4, WHEN ED NOT MORE 16' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON—BRG. SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES UTH UNDERLAYMENT AS PER FBCR 905.1.4 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TIWJBSJJ MTL. DRIP EDGE J/ 2x FASCIA PER t -m ELEVATIONS TYP. O.H. VENTED SOFFIT I f 1/1' THICK, 2 COAT PORTLA10 CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM EK OR 1/2' HKsH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (0- +5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS S,—,,�PIPE THROUGH BOND BEAM WALE: 3/4' • 1'-0' SEE ENERGY CODE FORMS R-4.1 INSULATION UNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. S' cm — 1/2* GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR,L 1� a v. .'a n W/ WINDOW OPENING n FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 90511. ROOF SHEATHING THICKNESS AS PER SHEET BNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 'ITH EDITION 16 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. ae d" Lm FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.I1 ROOF SHEATHING THIC 04986 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNE88 AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON 9FIEET 9NI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ;� ♦ t•�.#4 I i!.4000Ai!i0000O�� fl rOe 6ALV. #TNL— �. vtlmc QL "m s GARAGE DOOR JAMBS SCALE: 1 1/2'-1'-0' .,-2X4 SPF 24' D.C. MAJC.— SECURE LLV (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES .—PER STRUCTURAL DETAILS —STIF46ACK AT ALL UPRKsH' PER STRUCTURAL DETAILS ex PRE-ENG U1D. TRUSS 1/2' THICK, 2 COAT—v- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FN. PLR. S'CMU 4. .a.a . 'a CONT. 2x RAT R14 SECURED PER-J STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES .. PER ELEVATION 5/V GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OTC. 1/2' GYP. U-. 010 — WOOD BASE — FIBERGLASS SHINGLES UTH UNDERLAYMENT AS PER POOR 905JJ. 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 814EET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ;? j _ 0'-0' FIN. FLA. ROOF SHEATHING THICKNESS IS a .. ENGINEERED PER ASCE I-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 16095.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'.I'.0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT, 7rou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 w .ebdeelgn6YOuP.c m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33534 PH: 613-8864628 FAX: S13496=2 IQ& 2X6 P.T. a CENTER OF DOOR HEADER 8ECIRED W (U V2' X 0' J-DOLT IV 4' MIK CMbEDI'!NT IV 2' X 2' X VWWAGER 4 NUT OR W/ (2) IO' X 0' ANCHOR DOLTS M W/ 4' N EFOEDMENT W/ 2' X V X W WASHER 4 NUT--. mI V4 TAlCONS IN 1 V2' EMBED. Y 010. 4' END DIST. I I/2' EDN9E DIST. 2X6 GARAf. E DOOR DUOC 8EC1MG WV (5) 1/2' X S' J-DOLT OR ANCHOR DOLTS, W/ 4' MN EMBEDMENT, WV 2' X 2' X Vs' WA"R 4 MR. lU WTWIN 0' OF TOP. (U WITHIN 0' OF THE BTM. ® (A) EVENLY SPACED. NJ I ALL ANCHORS SHALL BE N ACCORDANCE TO MANIFACTUMIWS N6TALLATION INSTRUCTIONS W6ERE SUCH NSTWCTIONS ARE MOTE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT Hwu,I Hrr.r.a' S' GMU V2' DRYWALL k4 P.T. OR 5/4'X4' MM. SECURE TWIU FRAME 4 ❑ PX4' EXTEND 1.1/4' INTO P.T. NAILER BLOCK WV SAO' TAPCON5 DOOR CAGING MN BHAIK SI1E .u5 MN HEAD SIg 300 MN EMBEDMENT 1.1/4, WITHIN 0' OF EACH END DOOR JAMB OR WINDW O 4 IBM OC. MAX 6PACNG ATTACH TO 2X PER MAWFACTUE6 DETAILS. NOTE, 6141H AS NEEDED TO PERMS JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +3/4" OR +6/4" fT\MMQW TO BLOCK +3/4" OR +6/4' n 2X4. m SECURE TO BLOCK WV 3A6' TAPGONS (MN SHANK BIZ! JO MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WTHN s' OF EACHI END 4 W Our- MAX SPACING. 2X6, SECURE TO BLOCK UK2)SAW TAPCONS (MIN. SHANK SIZE .145 MN HEAD OIZE 300 MN EMBEDMENT 1 114') 0' CHU WITHIN W OF EACH END / *'Or-. MAX SPACING. III' DRYWALL 2X8. ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPO" MN 6HANK SIZE .HS DOOR CASING MN HEAD 612E 300 MIN. EMBEDMENT 1 1`149 WITHIN O' OF EACH END ♦ B' OC. MAX ePAr-,,:, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" r1WINDOW TO BLACK +1 1/2" 2" SECURE TO ISLOCK W/ SAW TAPCONS MN SHANK SIZE J46 MN HEAD BIZ= 300 MN EMBEDMENT 1 V4') WITHIN 0' OF EACH END 4 W' O.O. MAX SPACING, 2X6. SECURE TO BLOCK WN2) 3/16' TAPCONS (MN SHANK SIZE J46 MN MAD 61ZE 300 MN EMBEDMENT 1 VW) W "14N 0. OP EACH END O' CFU 4 W O.G. MAX SPACM(L DRYWALL 2X8, ® ❑ SECURE f0 BLOCK I'X4' WVf2) 3/16' TAPCONS P.T. NAILER (MN 6HAK SIZE JO TA6' OAD. X 4' MN MN HEAD SIZE 390 MN EMBEDMENT 1 V4') DOOR CASING WITHIN 0' OF EACH END 4 10' = MAX SPAGINOi DOOR JAMB OR WINDOW ATTACH TO 2X FINER M~ACTUES DETAILS. NOTE, SHIM AS NEW= TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" r \IMQ ► TO BLOCK +1 16/18" 2X4. Will SECURE To BLOCK UV 3/16' TAPGONS MN ONANK SIZE .HS MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 0' OF EACH END 4 W OC. MAX OPAGIN3. NOTE, STRUCTURAL 2X MUST BE 2X0, ® ON OUTSIDE 4 SECRED SECURE TO BLOCK LOCK THROUGH NON-STRUCTURAL UVC2) 3/16' TA 3A6' TAPCON MN 1-V4' (MN SWANK 612E J45 EMBEDMENT INTO BLOCK MN HEAD bl= 3" MR EMBEDMENT 1 114') WITHIN 0. OP EAC4 END 0' CM 4 W OC. MAX 6PACM3 V2' DRYWALL 2XMT ❑ W/D t0 BLOCK I.X,4. W/O) 3A6' WK2) TAPCONS P.T. NAILER MN SHANK OIZE J45 DOOR CASING MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN W OF EACH END 4 W O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M AO NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" K;\VNDQW TO BLACK +2 1/4" �w 2X4. ® 2X41 ME SECURE TO BLOCK SECURE TO BLOCK UV W13AW TAPCOHS MN V4' TAPCOHS MN SHANK SIZE .MD MIN. SHANK $IZE .H6 MN. HEAD SIZE 3®0 LEAD SIZE 300 MN EMBEDMENT 1 V4') MN EMBEDMENT 1 1/4') WITHIN E OP EACH WITHIN 0. OP EACH END 4 W Ol). MAX END 4 W OZ. MAX SPACING. SPACING. 2X6, ® 2X6: cm SECURE TO BLOCK SECURE TO BLOCK WK2) W16' TAPC4" W1(2) V4' TAPCONB MN MN SHAK SIZE J46 SHANK SIZE J40 MN MN FEAD SIZE 300 LEAD SIZE JIM MN MN EMBEDMENT 1 1/4') EMBEDMENT 1 V4') WITHIN 0' OF EACH END O' CN'U WITHIN 0' OP EACH CND B' OZ. MAX 6PACNCa 4 W OC. MAX SPACING. W cm 2X0,RE V2' DRYWALL 1,12' DRYWALL ilCSECURE62C TO BLOCK I'X4' SECURE TO BLOCK I'X4' UUK2) 3/16' TAPCONS P.T. NAILER WK2) IAV TAPCONS P.T. HAILER MN. SHANK SIZE J4S DOOR CASIN(5 (MN SHANK SIZE .u5 MN HEAD SIZE 300 MN HEAD SIZE 300 VI6' QAM X 4' MN MN EMBEDMENT I V4') MN EMBEDMENT 1 1/4') WTHM 0' OF EACH ENO WITHIN W OF EACH END DOOR CASING 4 W or_MAX 4 W O.C. MAX SPACING. DOOR JAMB OR WINDOp SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4'1 DOOR JAMB TO BLACK +3" E 2X4, IZI SECURE TO BLOCK IV SITS' TAPCONS (MN. OWANK 612E J46 MIN. HEAD OI2 -WO MN. EMBEDI .IN I V4') WTWIN 0' OF EACH END 4 W Or- MAX OPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 lfECU1RlD SECURE TO BLOCK THRROUGW NON-STRUCTURAL WK2) 3A6' TAPCONS SAS' TAPCON MN 1414' MN SWANK 612E .146 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EBEDMENT 1114.) 0. CMI WITHIN S' OP EACH END 4 W OA MAX OPACNG. 10 W' DRYWALL 2X0. ® El MX4' SECURE TO BLOCK P.T. NAILER UV(2) 3AW TAPCONS MN SHANK SIZE J46 DOOR GASING MN HEAD SIZE 300 MN MPO !DI'ENT 1 V4') WITHIN 0' I EACH !ND 4 W Or- MAX 6PACNG NOTE, SHIM AS NEEDED TO PWMD JAMB (DO NOT EXCEED 1/49 TND 2X SECURE TO STRUCTURAL MEMBER WK2J12d WITHIN W OF EACH END 4 W TO V OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES F/CTUES DETAILS. DOOR JAMB TO BLOCK +3" �� M TA RTIN:Y tA" NOTE, SHIM AS NEEDED TO FLUMD JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16' 1►IND01/ TO BLACK +3 7/16" 2X4, m SECURE TO BLOCK UV VW TAFCONS MN SHANK 812E .LN MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN 0' OP EACH END 4 W OC. MAX OPACWK NOTE, STRUCTURAL 2X MUST BE 2X6 ® ON OUTSIDE I SECURED SECURE To BLOCK THEOUdN NON-STRUCTURAL W02)1/4' TAPCONS MN 3AW TAPCON MN 1-114' SHANK SIZE J45 MN EBEDMENT INTO BLOCK WEAR SIZE JIM MN EMBEDMENT I V4'J 0, CML WITHIN W OP EACH END 4 W O.C. MAX SPACING. 112' DRYWALL 2>M m I'X4' SECURE TO BLOCK PT. NAILER WK2) I/4' TAPCONS I' PT. X 4' MN MN OHANC 612E J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1149 DOOR CASING WITHN W OF EACH ENO 4 N' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANOACTURES DETAILS. NOTE, 8HM AS NEEDED TO MUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" nOTF TO BLACK +3 3/4' e 6 rouL. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 W Ww.abdaalgngroup com 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 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 104S6.3 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 1213112021 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 1Z/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/I021 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 12496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 22495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 23904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1053110 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10S31.16 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 165031 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 I4UNG - 2020 FBCR 8/28/2022 1S332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/3V2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 56784M CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2039 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-6" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIOEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/32/2021 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 23223.2 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 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7tb EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:05/05/2021 6 Groin 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 W .ebdeslgngroup.o AA #: 0003325 IF DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 8134MG-2628 FAX: 813-886-2802 PFEFORMED CONTROL JOINT-'S� N.ANOB OF CONTROL JOINTS Td BE UMMD TIED TO LATH a V OC. MAX (%SW.X NOTZ. DO NOT FASTEN CONTIWL JOINT TO WALL EVEN IF STIO EXISTS BEYOND EXCEPT STAPLES 0 W LID SECURE�CONTROLY M LJJIN D TO Rom. DURING INSTALLATION -------- FASTENERS TO M ERTSPACED • l' O.C. MAX VICALLY —7 STHICK AS RS CHAT CEMENT UM LAYER 4, FORTIPMER GUILDN6 PAPER APPROVED METAL LATH FASTENED 4111' (VERTU O:G MAX AT SUPPORTS WPM LAYER M. STUCCO URAP LATH SMALL NOT ._._ BE CONTINUOUS, • To .• .•To.• TH11110 N CONTROL \ JOINTS OUT SHALL IN! STOPPED AND C TIED AT RA4 SIDE. PROVIDE 2X4 ISLOCKNS PER ASTM CI068 PLACED FLAT MAX V TO 8' FROM CONTROL JOINT U 404 CONTROL JOINT FALLS ON NOTE, L FASTENERS FOR LATH TO OE NAU 6 On i / STRUCTURAL STUD STAPLES N COMPLIANCE UV ASM CI863 2. UARE TIE) TO BE (NO. 10) 0D415' WIRE / A BLOCKING SMOM MAY BE N ADDITION, \ TO WALL STUDS 012=101E0 PER PLAN O"W TYPE CONTROL JOINT OL r1pLD sAW11D • PI. A ®F0.D OLFOLD MAIM PI.A 1 OtAAE F PL e aOIRMR.PTO • Oro, . Tt OLPl"NeU10115. PI.A a C1rAW . Pr. ■ P" 46 O OLPOLD NR.IO. PI.A �.CRTAx.PI.e a CPEAAR . PI. C 4. FOLD PI. C OVRR PI. e TR.L PI. C TOUCAN, ROITOn FLAFAIR O gORGT1 "-A"" UMTM,wMr ARAL- A".DII bkn CUT. .Y) bil= APPROVED BUILDING, WRAP SMALL M LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPEDvX,1 LATH VERTICAL LAP TO BE P WTH PORTIEER SWATHING, TAPE IT METAL LATH \_ WIND LAYER'L STUCCO IIRRAP ►•—P LAP WLMY / UAUD LAYER 7. FORTIFIDER \ BUILDING PAPER ro'\FAREE LAP r nN LAT,I L.M.4• MF ALL LAP VERTICAL LATH & PAPER DETAIL NOTE WOOD SIEATI SIDE LAPS OF METAL PLASTER EASES SMALL OE SCOURED TO ISULDI FRAMING, hEMOER6. PAM THEY SMALL EE TED MTMEI SUPPORTS WTH OD418-N (1,71-MM) 671100 WRE AT INTERVALS NOT MORE THAN S'(2254' .. AD PER A67M Cm63. ® K I C KO U T ,� PAIR CP TEARS IN ° ® LAYERS, TYA° DETAIL M PATCHED MAY BE UV,4M WlAP TAPE PER MANUP. SPEC. OR PEE. A STICK N i yQy M+aAIStlAl.GT1 Q MDOF . RMLL N,RMEpR0N6 DR INSTALL PASMbrft (CLIPS; STRAft. STAPLES) AS REQUIRED TO SECIAE IMPS/ WIRE TO FRAMING; U•1S LATER 4. PORIMIEER ODU.DNG PAPER METAL LATH 6'M6' SELP•ADMP U G MEMBRANE FLASMN0 OVER 4 .4' SELF-ADIERNG MEMBRANE PLA814M OVER APPROVED 4S4' SELF-ADMMM MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLMNNG TO EXTEND OMO PIPE PLASTERS COAT CEMENT %' COMP. BEAD OF SEALANT INSTALL APPROVCD MOUSN~ AIR PETAL LATH INFILTRATION OAPMBR OVER WI® LAYER 9, PORTA'IOER ONEA BUILDING PAPER BLA670MMO COATING, OVER STUCCO/ UM LAYER q C.V. FINISH (BEE Type WALL SECTICH) STUCCO WRAP UIOOD SEATHING SECTION iGwrR g6Pbriwrluse cemeoA Ouster Exteshall iorco use o1 portlwith the application shall comply whh Ue rpWnmeHa of ASTM C 9267Bb. C92& Installation of exterior Mheg a-' fiemag ehall comply with ASTM C i()ff}ifk, or ASTM 178T. 'LAGHM (COMPATIBLE UV HOUSE WRAP' MATERIAL) OVER APPROVED HOUSE WARP, PLASN6G TO alvrsLe•9 ONTO PIP! P OR LEGO PIPE CUT WOOD SHEATHING OR CMU WR5 LAYER AI, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' Z COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER �OF�ALL���D 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.TA STEP Of N.T.S. 4• ,�4 ...'..::'.'..G.:::::: . STEP rL LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 6'x6' SELP-AM4WHG MEMBRANE PLASHING (COI•FATIOLE V RD" SR, S P MATERIAL) OVER 41 , SELF•ADMERNG ""MUM FLABMNG OVER APPROVED NO" WRAP. Pl18MNG TO EMEND INTO PIPE CUT AND OVERLAP ONE 610E OF SELF-ADHIERNG MEMDRAFE FLASHING x—x—x—x WOOD OR -1/10ll ZIP WALL SHEATHING 5ELF-ADHE61VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'03.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOTNOT MEET SPECIFICATIONS) XLL, 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774A078 www.abdealgn&oup.corn AA S: 0003325 Li DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-88&2828 FAX: 813-88&2802 INSTALL 6' SELF-ADHERNG MEMBRANE PLASHMG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE l FRAME OF THE EXHAUST. SEQUENCE OF FLASMNG TO BE, L BOTTOM, 2. BIDES, & TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT-APPLY SEALANT ALL i JOINTS AND INTERSECTIONS BACKER ROD r APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y.' CAULKING 6 JOINT I ALL AROUND I PER SECTION I EAeft WNeo uW 0hsWlm BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 928-18b. I k Installation of exterior lathing and framing shall comply with ASTM C 1068-19a, or ASTM 1787. WIRD LAYER 9, STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRIS LAYER 42, FORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) rWOOD SHEATHING LAYER N, STUCCO WRAP LAYER Q, FORTFIBER BUILDING PAPER WDOo CONBTUCT� METAL LATH 6' CMU VINYL CASING BEAD W,--6' RAISED BAND 6' WIDE STRIP SELF ADHESIVE FLABHNS, CLEAN MASONRY BEFORE APPLYING Z FLABNNS STONE VII EER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (UJRB LAYER i1, STUCCO WRAP) LURB LAYER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP LUALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MAN1F. SPECS.) BUILDING PAPER UNDER YJUICK FLASH' A VENT PENETRATION n SCALE: N,TA ELEC. METE! VERIFY LO filiG/i I V I�C1„.G I V C STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHINCx WRB LAYER 61, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Ys' TO %' MID -WALL WEEIT SCmED VWSELF-ADWESIVE 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 "' .1.1— 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WIRES LAYER 01, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER 02, FORTFIBER BUILDING PAPER METAL LATH COOD-FNINIS� WOOD CONSTRUCTION FASTEN TO WOOD STRUCTURAL MEMBER a V O.C. MAX s' cra V TO A, 4, 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN cs MASCNW BEFORE APPLYING V FINI8M • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP #3 8' WRB LAYER 01, STUCCO WRAP WRB LAYER w, STUCCO WRAP 9 APPLY MM SEMBRANEFLA GRADE 'D' FELT ' MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER t12, FORTIP15ER BUILDING PAPER STEP #4 ELASTOMERIC COATMG OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #� ELECTRICAL RECEPTACLE FL 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 4074746076 FAX: 407-7744078 www.abdesigrWoW=n AA 8: 0003325 DRAFTING BY: PeaaIIII A,B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 61"86.2802 ad EXT. WOOD FRAMEDL WOOD SHEATHING WRB LAYER 1, SUS -FLOOR DECKING STUCCO WRAP WpOD UM LAYER -2, FORTIFIBER PR!-ENG'D Twin ' CONSTRUCTION BUILDING PAPER V; HAT C+IMNINEL i' THICK 3 COAT CEMENT WEATHER Rl618TIV-1 BANNER 1 ' TYPE 'X' DRYWALL PLASTER WEATHER RRNSTW! 6' OAF. + TOP OF WEEP SCREED ISAIRRER 4 TO SHEATHING BEHIND WEEP *CREED ��C3 =AT ON RIES WOOD SHEATHING �� 4• POSITIVE DRAB METAL LATH .` WEEP SCREED \ Ulppp 61$ATNMG UM LAYER 9, i _ STUCCO WRAP i \ THICK 3 COAT CEMENT \\ % `'.` EXTEPLASTER WALLOIR OIRADE _ 6' SELF-ADHERENG M1664WFUC-1e0 CUSTOM CASING BEi T - PLASN HG WRAPPED \� 6 TOP OF WEEP SCREED 4' j(' THICK, 9 COAT GEM TO SHEATHING BELOW 1 , p E DRAIN PLASTER 1�..CAlEE6..OEeQ I UQB LAYER 1, \\ NO 6dr N MELD ISAI?LCCAQ STUCCO (WRAP (SHOW POR CLARIFICATION OF M • '�%\�4 �' Ti i i SEPARATE ACCE880RIE6 ONLY) ' 1 UM LAYER 9, FORTIFIBER i BUILDING PAPER b' SELF-ADNERENG WRB LAYER 01,\ / FLASHING WRAPPED 8TUCC.O +CORNER OF CANTILEVER AMICO AM66-W9,IC-180 I Y2`,`CC�N-OCC WEAN -- _ CANTILEVER DRIP CUSTOM CASING BEAD ----_---_- EDGE NO GAP N FIELD (SHOWN FOR CLARIFICATION OF FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. SEPARATE ACCESSORIES ONLY) PEEL 4 STICK) METAL DRIP NOW CASING BEAD SET IN FULL BED OF 6 �L' SEALANT,i'MN DTL. @ CANT. *TICK +DRIP � OFROM XwaP 10 A SCALE, 1 1/2' • P-®' EDGE TO DECK Y; CK GAP FOR BAER N T� I Ji'XI !1 P.T. OR SR'ALATED ROD 4 SEALANT '�`L� METAL LATH: LATH TO BE PER SECTION G"' VINYL CASING BEAD R'103.11 / ASTM C - 841-1 �4'a MIN. 2.5 L BS. UL47lR PROOFING bt LAYER f2 LAYER PEEL WEATHER RESISTIVE 6 BARRIER .1 , PER 80. YARD (UTILITY OR NOMINAL STICK) WRAPPED FRO" I CALGONYDUCK To WEATHER REGIS" BARRIERa CANTILEVER LATH DOES NOT MEET SPECIFICATIONS) 6• P!!L 4 STICK + DRIP EDGE TO DECK DECc MEMBRANE. EXTEND OVER DRIP _ OUP FLOOR lDGE WOOD CONSTRUCTION ®® 3' X 3. 26 GA GALV. METAL DRIP ED4lE SET IN FULL BED OF LLEATFER RESISTIVE I AW VW P.T. OR BIMLA SEALANT,)P MN. BARRIER 1 WOOD (TRW FILLER SPACE FROM DRIP _ 3/4 RESILIENT WEATHER RESISTIVE CONTINJgJB FACE TO TREX VINYL GA6NG BEAD HA T CHANNEL BARRIER 02 Yl GAP FOR BACKE ROD 4 SEALANT WATER PROCPNG Mt FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 VINYL CASING BEAD i' THICK 3 COAT CEMENT PEN. 4 STICK) L4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT CHANNEL �A7NTILEVER S/8' TYPE 'X' DRYWALL METAL LATH i' THICK, 3 GOAT CEMENT PLASTER W/TEXTURED 4 PANTED WOOD BHEATHNG METAL LATH FINISH tYP! 'X, DRYWALL WOOD SHEATHING j' THICK 3 COAT CEMENT (2) 2xU HEADER WREXTURED 4 PANTED PLASTER FINAW 1RESISTIVE ER 01 MATHER RESISTIVE COAT CB'ENT VINYL CORNER BEAD 4' POSITIVE ORAN ___ _._ wille W.W._ PLASTERS VINYL GGR:ER BEAD 4�IT�WE DRAM WEEP SCREED VINYL CASING BEAD NO GAP N FIELD VNYL CASING, BEAD pUp GAP N FIELD (SHOW FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) O11D DRIP EDGE SEPARATE ACCESSORIES ONLY) BALCONY GEDGE INSTALLATION DRIP INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 VINYL CABING BEAD ,' THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL i METAL LATH WVTEXTURED 4 PAINTED WIOOD SHEATHING FNISN ;' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER N OF ONLY) @D—RIP EDGE INSTALLATION 19 Y; GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD . WATER PROOFING let - LAYER (2 LAYER PEE 4 STICK) )LU'N SHEATHING :ATTER RESISTIVE ARRIER 1 \ IiATNER RESISTIVE ARRIL-R -2 SAP. \ -EEL 4 STICK 116'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I Jj' X 3' 26 GA GALV. METAL DWI' EDGE SET N FULL BED OF SEALANT.)i' MN. SPACE FROM DRIP FACE TO TREX \PEEL 4 STICK ®SUB FLOOR v I A'XI ' P.T. OR SIMULATED WOOD (TREX) FILLER. CONTINUOUS Y, GAP FOR SEALANT OPT. BACKER ROD. MODIFED SO 3/4 RESILIENT HAT C14AWEL 5/0' T"CEMa WlTEX FINISH J''LT� WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 4 �N -COLUMN SWEATHING LE G E N D ;6'BA. •I)(,'x3•'L' FLASHING DRAINAGE PLANE (WRB 'FULLY EMBEDDED N ROOF CST LATER 01, STUCCO WRAP) II 260A.GALv. METAL DRIP CDC! AL WRB LAYER 02 (FORTIFIBER ANTSET IN T,,x BED OF BUILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYLCASINd, BEAD METAL LATH x—x—x—x WATER PROOFING lot ri `2`IDFRSW AM STUCCO BALCONY DECK TO CANTILEVERiii, WOOD OR '1/16' ZIP WALL THICK COAT CEMENT PLASTERS SHEATHING METAL LATH WOOD SHEATHNG I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN Am= SCREED VINTL ClARNER BeAQ:J (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE, NTB WOOD SHEATHING WRB LAYER 1, STUCCO WRAP 2x FRAMING MEMBER i' THICK S COAT CEMENT PLASTER WRB LAYER 92, FORTIFIBER 2 1/2' C4DIRNM BEAD BUILDING PAPER_ PA*TL-INED TO SHEATHING + T' OC MAX. C METAL LATH j. W1RB LAYER 9, a' THICK 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING 6'SELF-ADHERING METAL LATH FLASHING WPM LAYER -2, PORTIFIBER BUILDING PAPER SFgR���� DRIP CAP WINDOW FLANGE l 2 1/2' 1 CORNER BEAD (FASTENER 4 SPACING B -I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WOOD SHEATHING WRB LAYER 01, STUCCO WRAP R U ' WRB LAYER "2, FORTIFISER BUILDING PAPER h t— METAL LATH (ExPLo ED �' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB'LAYER 1, STUC IU2AP WRB LAYER 12, FOR'I'IPIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND C id rou� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 w .abdesigngroupxom AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.8864628 FAX: 813NU862902 18*.WA3j � 08/ MET A' GAP TYP i'TI41M 3 COAT CEMENT WOO BNEATNUCCABAD PLASTIEpt o RIMMETAL LATH LEGEND IX TRIM MEMBER WRB L, a STUCCO TO STUCCOO WRAP SIDING TIT] WRB LAYER 4, FORTIFIBER DRAINAGE PLANE (WRB WRARANSON WOOD SHEATHING BUILDMCz PAPER LAYER 01, STUCCO WRAP) tSIDING WOOD SHEATHING WRB LAYER 02, FORTIFIEIER WRB LAYER 02 (FORTIFIBER — — — • — WILDING PAPER ' WRB LAYER 01, BUILDING PAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH I THICK 3 COAT CEMENT 1 I WRB LAYER 02, FORTIFIBER STUCCO 56vA7ro' YER 01 WRB LAYER P STUCCO PLASTER BUILDING PAPER BTuccO WRAP WOOD OR l/16' ZIP WALL ASING BEAD SHEATHING &'SELF -ADHERING METAL LATH FLASHING = F-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED �fEXPLODED J' THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ;--------------------------------------------------------------------------------- 1 g }' THICK, 3 COAT CEMENT -- DRIP GAP '�� (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE Sll L:YE ,;'i� METAL LATH �\ TUCCWRAP VINYL ANGLED f ��T� I I CASING BEAD ;. WOODGMAT14M { ? .'• { TIM i WRB LAYER -2, FORTIFIBER I twATWER �rrvE I { BUILDING PAPER i WEATHER Re"TNE ��i i WINDOW FRAME A( METAL\L.4TH %� 'F BARRK .a BIDINi WRB LAYER 02, FORTIFIBER ,.�= WIWv[, L�i� FINd. { � BUILDING PAPER i' IL THICK, 3 COAT CEMENT e : � e�eH�ir �� s � \ � � UEATHEIe RWBnVE { { PLASTER � BnlaeleRM , E-Z BEAD VINYL CASING { bTARt[R STRIP / ` \ WEATHER R[BIBTIVE { (W/3i{y' FLEXIBLE PVC BACKER ROD) { &'SELF -ADHERING \ \ °AIR { { FLASHING t� 1 `�\ y • "� { { CIALV*0 METAL DRIP CAP R,AIRIydALVO r FLABHIHo { U1R6 LAYER "I, STUCCO WRAP, { TRIM AT R { WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE { { ' 1 6' SELF ADHESIVE FLASHING 1 CASING BEAD C� WINDOW I x, nEIAe�ER I WOOD SHEATHING 15C FRAMING ( FRAME, W/BAND) APPMOVIED� K� TX MEMBER \�, �lireCASM MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME---------------------------------------------------- 9 TRANSITION ------------------------------------------------ i -------------------------------------------------------------------------------------------------- V4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER `. WOOD SHEATHI NG ;' SEALANT TO WINDOW METAL LATH \1 METAL LATH: LATH TO BE PER SECTION R�03.'1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LING PAP, FORTIFIBER , WINDOW FRAME BUILDING PAPER { STU LAYER 01,WOOD SHEATHING WOOD SHEATHING OD WRB LAYER 02, a ro T d BELP-ADFERkJ4 { I BUILDING PAPFLASHING G { { WRB LAYER 01, WATW SCATHING �� { { THICK, 3 COASTUCCO WRAP BARRIER �&®rne LLd4TFllR RE616rrve � BARRIER R i/ \ BARRIER R TO LAP { { PLASTERi URATWA �BISTIVE \ OFML�' PLAGWINNa. i WRB LAYER 02, FORTIF►BER •" u °1DR16 �j IL ` UEA__ VINYL ANGLED e�eev'xiAwcRrn \ I WRB LAYER'I, { BUILDING PAPER I BAIiMERR CASING BEAD - \ / BaaaeR h I STUCCO WRAP I METAL LATH VINYL CASING i 77 BrARTERsIItlP \ (EXPLODED J' THICK, 3 COAT CEMENT I I �;, �`AWMID b' WIDE PEEL STICK VIEW FOR PLASTER \ WINDOW FLANGE OVER FLANGE ; CLARITY) oALV'D METAL T PLA9HMO / B�Ai "UR � o L.� { { I xv MULA , E-Z BEAD VINYL CASING , Or z�PLAGWINS P TX FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I (mv FLEXIBLE PVC I • x �TRRRRT vat MEMBER ; �, �� , APPLY FULL BED OF SEALANT BETWEEN , CASING BEAD ® RAISED � .I ' RAWINS FLANGE BUILDING WRAP �� BUILDING BAND (FRAME) " OR L"'� 1fD SEALANT WRAP 17A B�AAPM RR[ I^IBIBTIV! ... �T ERR �MBTNE --- — ------------------------------------------------------------------------------------- SCALE: I I/2' • I'-m' MATHER WISMIT" E-z eEAo vwrl ada ---- BARRIER 4 (B OCER ROD)FLAMBLE r� ® SIDINGTO OTO TFRAME ISAAMEN.2 srl�e E Z BEAD WINDOW CASING - TRANSITION R 0 N I T I C T N fignaDeso 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 W W W.ebdeslgng=P w. AA M: 0003325 DRAFTING �� A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613-886.2628 FAX: 813.8862B02 A <", S'AND1P 0 ESH! CARE SHOULD SE TAKEN N KEEPINGTHE VENT FROPERLY IFUI ALIGNED.VENT PIPE ISACH SHOWNw C'G.LVPN2ED Q ROOPNALNRACE 1-SE NAILSATEACHCORNER.ROCFINEAF SHOUL THE SHOULDSEAPPNEDTOALLH IbAMATOM CUT WTTHEGODSENECKVEMOPENNDN-WITF ENTEDGESNEARTHE OUTER EDGE AND AR VEND THE EMRE PERIMETER AS RECOMMENDED IN WEATHER Wl4fPL SHE ATHING.9RE THE OPENTA GW3IRUCTON ZONES. ZONES. N. N THE EVENT A MECHANICAL VENT FAN G CHAFT MECAN—L VENT T V6ED, AN 1HE VEMORENINGINACCORDANCE VmH VENT FAN MANUFAC(URE9 PIFINGCCNNECTION CnCN6. DONOTONOT W T NTOTRU69E9 OR RAFTERS WHEN CURINGTHE OPENING IN THE RTF. FEM . INTERFERING SHINGLE NALS ARCI1NOlHE PERIMETER OF THE OPENING SOTHATTHE NALNGFtMICE OF THE VENT LAYS FLAT TO THE ROOF6HEATHNG SLOE THE TOP AND SOE FLANGE6 OF THE VENT OF AND UNDER . TOM VENTFLMM£6 TOUY bJ I I THIN—ETOP THETOPOFTHE SHHEBO THES SHINGLES [ o ROOF HOOD VENT DETAIL MMIPeD 1' CUT IN wouam RAP LIE OP WIDOW- OPRIINR APPICND HM OVER wM S.eAT.L OVE1! WD ETuo aIALL STEP 1 EXTEND FLAGASIM4S I'fi T IE.OW DILL L\7/\ PLO.ELE PLANMi DO NOT SEAL BOTTOM FIN STEP 6 LY TETIORANLY — POLO -UP . SECURE .IOIISEYIRAP (OR TUCK FLAP LbC* U N /EAD SLOPE SLL Ra TO EXTERIOR STEP 2 ASPHALTPlAS ICCEMENT MCLDEDAROUND—OF PPE AND OVER FIANCE 0 ALIGN PLAGWINO of Ky. EDGE OF SILL RA MECHANICALLY PAWW PANED MOM (CAP .RAIL11 STAPLE!) NSTALL OIPONT PLEXIRAP AS n PLA04NM Al T.S FOLD NOUBOLnAP COW . TAPE DIAdONAL CUI A ACOW6 HEAD OP aIPOOIY PLUMBING VENT DETAILS INSTALL S' WOE ADIpIVE - BAGU!D PLEXELS PLAWM1 MATEIIAL O/WR DRIP CAP JOIN fPROTEGTO-YRAP OT•20)6 a 50JV) STEP 8 ```� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS W. WIDE VALLEY BASHING 51V OR HEAVIER FELT UNDERIAYMENT ASPHALT NG .-E CEMENT CENlFRLNE II MRAFA9TNER6N END OF EHNGLE MENDEND 6HINGLI VT LEAST 116E — AiicY CENTERLINE —�r— ROOF VALLEY DETAIL I" APPLY 00 IOU (O SOU" ) SEALA+T . FLUID APPLIED PLAEINNG (LANCO UMrM-MAL RC -a OR EQUAL). SLOPE SILL TO EN . IT E nE CONTACTORS IEaP H&BILTY TO VERPY THE OOMPATRIILRY OF ALL P CDUGTS NCLLOS(S WMNNB~. WALARM A SELF•AI71ERN6 R.AGN Ma MATERIALS REED PUP" CONSTRUCTION. . INSTALL ALL MATERIALS PER MAMPACTUIFAM WRITTE)I SPECPICAT)ONS WAMMU SEALANTS MAY REACT ADVERSELY P NOT COMPATNMJL jr-LEAN AND REAL JAMS TO BILL JOINTS UNTN DM RIM POLL.OWM:3 COMPLETION OP EXTERIOR RETROPIT WORK REPAIR SCLI" SNOUN SHALL IBE IMPLEMENTED AT ALL WINDOM WTH EVUVENCE OF WATER INTRUSION IEELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WMDOIU WTH SEALANT NaM, L IT IS THE CONTACTORS IIESI•CNSISILTY TO VM09Y THE COMPATIBILITY OF ALL FRODLICTS NGLUDNG SEALANTS A SELP-AD.ERSG PLASHING MATERIALS USED PUP" CO(STIUCTIO. J. PLASHNS AT EXIEIIOR WINDOWS AND DOOR OPENNOS SHALL EE INSTALLED IN ACCORDANCE WITH MAKFACIVINSWS INSTALR.ATION NSTIWCTWINS AND APPROVED METWO U OF PEC RTOSA IJ N ACCORDANCE IUTH FOESTRATION MANUFACTURE" INSTALLATION AID fl.ASHW ►*TRUDTIQa S�I9 ft Ll MAY REACT ADVERSELY V NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NITS R N 7rou0 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.,m AA X: 0003325 low DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAU MONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PH: 8134186-2828 FAX: 813.86628f12 Dw2M 08/02/21 SCAIM w*=ZT WA5 i 2x6 SUB-BANb W/1'x4' NOTCH ---------- -- - --- / END, WRAPPED IN METAL PABCIA UIRAP PEEL 4 STICK EDGE j\ Y ! i 'V8' TEXTURED - I ! FINISH 0 WOOD I `\ 2X6 BUD BAND I I/81 1/2' TEXTURED \ "� 1- FINISH w CMU \ / METAL FASCIA \ WRAP 4, FROM `� © PLAN E3 \ I ,� :1 STUCCO, I' FROM - -- - -- - WOOD WALL \\ EXTERIOR WALL o f/ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 1/v TEXTURED PH1814 • UIDOD. 1/2' TEXTURED FN15H • CMU METAL LATH {. ',-WOOD 514EATHINCs j OR cm [ UNM LAYER M, STUCCO WRAP(FRAME ONLY) f'-UJRIB LAYER 82, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) 'DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) ROOFWs CEMENT DRIP EDGE METAL KICK OUT 1'1/8' TEXTURED FINISH \�\�\ WOOD, 1/2' TEXTURED SUB BAND DETAIL® WALL FINISH 6 CMU / 2x6 SUB -BAND W/1'x4' NOTCH 0 ' END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x X x x x x x x x x x x x xjy x x x x x x II I PRE-ENG'D TRUSS TO BE CUT ® 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 WALL LINE TO AVOID CONTACT x x x x x x x x x x x , .:....,. ;. . W/TEXTURED FINISH ' x x x x x x x x x x r'• 2'x4'x4'-O' xxxxxxxxxx SCABBED TO TRUSS x x x x x x x x 00 W/12d NAILS 6'-8' x x x x x O.G. MAX. x 2x SUB -BAND W/%'x4' NOTCH 0 END I METAL FASCIA WRAP 'G'\i='L,4N ,4 DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e 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 4 STICK 'ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FLIA 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.ebdesl8 •� AA u: 0003325 DRAFTING BYI-- 5439 A.B. DESIGN GR DRAFTING IN BEAUMONT CENSUITE 1004 TAMPA, FLORIDA 3PH:813.88fr28FAX: 813-8862 SILVERADO LOT# 13 BLK# 14 �VITALL ASSEMBLY DETAILS 12 1 9CALM: 1/4"=i'-O" 1 \ ENT-1-J dB'.Ir 4,-W 9'4" 1'-a" 5'-0" T-10" 4,4, T-8" 0� 4 TOP OF " SLAB , ------�Om—' —3t,—_1.1 — ---- . .Rlllllllllll.l 3 1FM-ISX18 IIIIll�II1 IIIIIIII III1I1III 4"CONC. • `� mmLL oa:—SLAB 1 � 41 "PFVMC „ 9,4, 3,_1„ CHASE •3 1/2 j I . I I FM-16X18 1 I L SE:2 � .1 EXTEND SLAB 1 111111 C. ownIN I IF c Ij I 13la � ii I I I j1 1 , 2'-5" "of 11,1. I r TE 2 �� ijl ml xl I 12 it I ' jj j b I to 0 0'•0" FIN. ELEV. jj j j 1 FIN. C�ONC' SLAB II I 1"PVC CHASE n j 1 FOR ELEC. 0 I ISLAND 1 II 11 I I I 1 jj I 1.1 IIr I 34,_10„ j 13'-2" I m ij m I � LL I I Il I ----TE 1 --- • i 1/2" 11,-3 Y EXTEND I SUB 1 1/2" x I I 1 I G I ' I I I I I F4 F4 20'-4" 24'-4" 3'-4" 1 I I I 2 I . EXTEND I ip fv SLAB 1 1/2" I �`+ a m l I r - - - - FM-18X18 I o 4 1 I 2 N Lj I I 31/2" LL I Zag U I� I o i oa � ILL m I I 1 1 1 +5 1/2" 4 41 1 t.t I FM-1-2 --J L----- FM•i8X18 — FM-18X18 �• T -1 � 4 4 3'-r' T-10" 6.-4„ 6'-4" ,-4" 1. 18,E 1.1 1,_8„ 8,_9" ,4" 13'-" 28'4" 48'-0" /�4" CONC. SLAB z O m 45 T' 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 + 9-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l l.GNDICATES #5 BAR, ONDICATES #6 BAR, EDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361, 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/802-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402602-16, USING: Fm = 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 j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE' 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bxe W7.4xW1.4 OVER GENERAL 3 1- B 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 FM-18xl8 16, CONTINUOUS 18" - (2)#5's FMC-18x18 16" CONTINUOUS is" - (2)#5's IN CURB VARIES F-24x24 24' 24" 12, (2)#5's (2)#51s _#6 TEA 8" SEE PLAN 1. - (1)#5's TE-2 8" SEE PLAN 8" - (1) 95'a 1 #6 IN CURB 107 FOUNDATION PLAN SCALE: 1/4" = V-0" we 441 N. RONALD REAGAN BLVD. LONG WOOD, FL 327W PH: 407-774-6076 FAX: 407-7744078 w .abl"gnSmW.omi AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.88'2628 FAX: 813-886-2802 awTWE" 08/02/21 BERET si _ 30" MIN. EACH WAY MONOLITHIC FOOTING t STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND g d a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND .•�. — T v, a SPACING REQUIREMENTS O > SPACING REQUIREMENTS ..•v° >. m tu W 1 �° �^ J �o a Sul Q l�PM�. 11 I °: - Z 8" CMU WALL O 8" CMU WALL n . CORNER BARS, SAME SIZE AS LARGER BAR I Cc)u1 m o ? IN FOUNDATION WITH NTLEG EACH I...e c + `V' m +- > . WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB M TOP OF SLAB �, I ... °) 60 THAT THE STEEL REINF. IS CONTINUOUS . _ •. :. • Ir vl, MATCH AMOUNT OF CONTINUOUS BARS .. EXT. PORCH SLAB SEE SLAB SCHEDULE SAR SIZE 4B BAR DIA 4" CHAMFER (15TORV) .. • ... GARAGE • , SEE SLAB SCHEDULE TOP OF GE .,. I•I •°, If CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 12" ISOLATION JOINT(WHERE , • .`_ e° 6" CHAMFER (2-STORY) #3 18" #4 24" EXT. PORCH SLAB W! 1/2" ISOLATION 4" CHAMFER 1 STORY) ( - , 6" CHAMFER .: APPLICABLE) i SEE SCHEDULE #6 30' JOINT 'WHERE APPLICABLE) Z ► EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR VVxD, BAR SIZE 3(r ;fig 3g g FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY iv AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #T EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION scALE:3a"=r-a' GA GARAGE SCALE:3/4"=V-Q' CORNER BARS DETAIL g SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 41" --------- AND NAIL W/ 16d COMMON 1! 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 RECESS WALL W/ SYP W lu Iu I No 2 STUDS SEE PLANS FOR 4/SECURE BT. PLATE TO SLAB W7 W 8• O N NEW REINF. BAR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE OBL. TOP WEDGE ANCHOR W = a SECURED W/ 2- PART WASHER SET IN HIGH STRENGTH WASH STRENGTH N 0 2" CAPPED K g EPDXY. MIN. EMBED a I PLATE EPDXY 6-1/2" EMBED. MIN. � 18" OC GALVANIZED PIPE a 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE SASE Q 0 FOLLOW ALL MANF. '= BTM AND TOP PLATE CURB FOR SPECIFICATIONS FOR 'o I ANCHORS W/ 10d x 1 1Q" MASONRY S m USE AND COMMON NAILS FILL ALL UNITS SET Z AT ELEV: PREPARATION OF HOLES, DO NOT USE 10d W p+ 0-0" Z HOLE. x 3" K SLAB SCHEDULE SECURE FLANGE TO W JO K Q SLAB W/(4)1/4"X21/4" $ [SEE .- TAPCONS °� O' QO TOP OF SLAB 4. Q RECESS AROUND GARAGE =AND _ ULE SIZE NTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 7 6cALE:34"=1'-a' (W/ UPLIFT) 5 6 LAP TOP PLATE A MIN. OF 48" SCALE: 3/4"=1'-0' SCALE: 114"=1'-0' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT 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 LAP TOP PLATE A MIN. OF 48" PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO AND NAIL W/ 16d COMMON SLAB W/10d MASONRY NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAIL 16" O/C STAGGERED. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ADDITIONAL METAL SPACING REQUIREMENTS CONNECTORS NOT 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z REQUIRED WHEN NO to UPLIFT IS PRESENT. WALL W/ SYP No 2 STUDS SEE w PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO SCHEDULE BTM. PLATE TO BE PT. Y Q PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL 16" O/C STAGGERED. t [SEESLAII ADDITIONAL METAL U TOP OF SLAB CONNECTOR3N0T v REQUIRED WHEN NO UPLIFT IS PRESENT. K N O 8" CMU WALL c •y� • - POURED LINTEL CONT. (TYP.) .. 'gip•. 8"CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE . I• 2X WALL FRAMING • SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 6' EQ. EQ. EE SCHEDULE TOP OF SLAB -'a• Z MINIMUM EMBEDMENT INTO FOR VVxD, BAR SIZE •' "ISOLATED" COLUMN PAD Ie GROUTED CELL, 4" FROM ENDS AND AND BAR QUANTITY '•tle •• •- • CENTERED UNDER WALL AND �i.r 16" O.C. VERTICALLY MAX INTERIOR CURB FOUNDATION WOOD WALL .�e-. 8 SEE SCHEDULE FPOURE OUNDATI^ONANDSICALLYWITH SEE SCHEDULE SCAlE.3/4"-1'-0 (NO UPLIFT) FOR WxD, BAR SIZE / FOR VVxD, BAR SIZE AND BAR QUANTITY I ✓ AND BAR QUANTITY L t' VARIES B' INTERIOR FOUNDATION WOOD WALL COMBLLLINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 60ALE (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=l'-0' y L` Lu U SHOWER RECESS FOOTER S12 SCALE: V=V-0" Ii I C T • roue 441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 V .ebdesigngroup,00m AA #: OD03325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33S34 PH: 8i"M2628 FAX: 813.886-2802 4'-10" � Y rip, A io 'v v Y fV Y iv N • 2' is �p N 2'-9" 12'-7 13'-3" a °P a °P N Q a eo R "v a N N [y Q '9 N b 'T ro t? Q Y ct a- 2'-10" 1'•0" 8'-8" 1TB" 101-8" 27'•4" DOWEL PLAN SCALE: 114" = V-O" r 6 roouu i 441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774,6078 FAX: 407-774.4078 www.abdesigngrwp.com AA 8: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAU MONT CENTER BLVD. SUITE IOD4 TAMPA, FLORIDA 33634 PH: 813-8862628 FAX: 813438&.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/10"HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. °. ... ° TO HORIL REBAR W/ 10' HOOK GROUTED BONG BEAM Z ° VARIES PER ELEV. •- ° (V • I. �a #5 BARS Q a ao M `o M 10" HOOK I .a • .. a.° --,��•-4• ��-'a. •r9-- —�4• p CLEAN OUT REQUIRED O 1'-0" FOR INSPECTION m m W m K O 0'-0' FIN. FLR. O 0 � '° ;•a , TIE VERTICAL REBAR ... e TO HORIZONTAL , REBAR W/ 10" HOOK BAR SIZE 146 BAR DIA ° Z w #3 18" #4 24" #5 30 CIVIL)UNIT DIMENSIONS Q ARE NOMINAL SIZES BAR SIZE 48 BAR DIA OFFSET METHOD CONTINUOUS 4z' HORIZONTALNERTICAL HORIZONTALNERTICAL METHOD *4 zP' #5 30' � A MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0' REINFORCING 2 REINFORCING SCALE: _ #7 30 #7 42' SCALE: 3/4"=1'-0' 8"x8" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 ja m DOWEL IN FOUNDATION. ❑ © DOUBLE FILLED CELL C T III rou� .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744O78 FAX: 407-7744078 w .abdsalgngroup,mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GRJBLV-D. DRAFTING IN 5439 BEAUMONT CENTSUITE 1004 TAMPA, FLORIDA 3PH: 813-SM26FAX: 813-88628 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/(9)10d x 1 1,7 HDG NALS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 117 HDG NAILS, FILLALL 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. 8, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK p� w� REMARK 0 1 (2) 2X12 GENERAL NOTES 1) CODES 1.1 FLORIDA BUILDING CODE 7UI EDITION, 2020 RESIDENTIAL SECTIONS R4022 g R605. 1.2 FLORIDA BUILDING CODE, 71h EDITION, 2020 BUILDING, SECTIONS 19012 g 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602.16) 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 AT28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT4000 PSI MIN. 2.1.2 PRE -CAST WIPRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.22 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED INFIELD) ASTM A615/A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH AC131&14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WRE PER ASTM AIOWA1084M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 2&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" MERE 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 318-14AND TMS 402-18 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. 4.4 FOR LINTEL LENGTH AT 6'-0" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUTAND 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. LIFT BEAM P fWDesolgn 441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdsslgagroup.mm 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: 8134186.2902 1,\C� #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK A 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP 8ks' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1>YS 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �pF REINFORCING(1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST i y\- TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'k18' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND SEAM p/ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 / TOP OF THE LINTEL 8„ / A �\r1. O S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. — 0$ 8x18 DEL. BOND TOP O / PQfy� BEAM W/ (1) #5 BAR BOND BEAM �,r �+ EACH COURSE BONE) BEAM TOP OF \M WB(1)#5 AR .,y: BOND BEAM F =FILLED W/ GROUT .\\Ap U =UNFILLED GROUT SOLID FROM OP .�J\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, R E BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 E-CAST CONCRETE \NCO VQRPI_�.16-1T/1 B LINTEL'A(1)#5 BAR(L2) HEIGHT #OF #5'S, TOP LENGTH OF BAR - WIDTH OF MASONRY 9 OPENING _2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX-1T/iMNBINDICATES A DOUBLE BOND BEAM #OF #5'8, BOTTOM BXB PRECAST CONCRETE SCALE:34"=1'-0' ANDXFXX- ITAM/OB INDICATES A SINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - IT/1 MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO LINTEL OF OPENING AND XUXX-1T10MOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL 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") B" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN :! 3 14 PRE-CAST.A 2x8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL SLOPE SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 i/4") 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" D EMBEDMENT �i 2xB (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BEM SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHINGAN UPPER AND LOWER 05 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/18" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP 3 scALE: yr'=r-a' PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT REINF. BAR CONTINUES THROUGH LINTEL. � I I I II SINGLE#5 CORNER BAR, 30x3O TURNED UP OR TURNED GOWN INTO STEEL REINF, OF FILLED CELL BOND. BEAM I Y II II �) 8x8 CMU PIER PROVIDE #5 BAR YYY W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN / u ELEVATION OF BOND BEAM SCALE: WV=V-0' 6 SINGLE LINTEL, MULTIPLE OPENINGS Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 WwW.abdealgn®'oupmm AA #: 0003325 DRAFTING BY: L DESIGN GROUP RAFTING INC. AUMONT CENTER BLVD. SUITE 1004 A, FLORIDA 33634: 813.8862628X. 913$88-.2 FRAMING NOTES: 1. U N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIS VW (9)10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" HDG NAILS, FILLALL 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 WITI-i 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, S. LINTELS SHALL HAVE 4- NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, WITH WASHER Q 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 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 CING TRUSS PERPENDICULAR TO A STEEL COLUMN. MATAININ ATPLAA LEAST 8" FROM THE CENTER OF THE COLUMN. ,'.��I,��oiifoiilo•��fa,u, l�l,l'��.` lo�o,��oIW�I�,o,",� •�o,�So I AHIS AHISIT "AHT . HT No 'AHT i0 AHT /j AHT Ui iAH ,_' ■' AH ,1 o 'i 0 ■' '1 ,■ - - - o, to 'I1 III ■ ■ ■ ■' --- 11 __- �� ---��� ---- - -- AH CONV. FRAME BYBUILDER I le � e'�� �1'a r• �_- �. . . S ti 1.1 U g U KNEEWALL(9 1 12'-" FRAMING PLAN SCALE: 1/4" - V-0" C11 Groin 441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.o AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813.888-2828 FAX: 813-886-2802 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (B)90tl x 1 z' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 � NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(i) SIMPSON LGT2 GIRDER TIEDOWN WTH (16) 1Od x 3 }" NAILS TO GIRDER AND (2)SIMPSON HETAI6 TRUSS ANCHORS WITH (12)16d x 3 J' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #27 x 4", 8", 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 c U: 1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1B 1C TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE: al4"=l'-0" >99$ BAC103l BLOCK THO" 4500 3X' WOOD PANELS 6000 (2) 1/2"WOOD PANELS 60 (2) in" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 518" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG BOARD SECURE I -JOIST TO TOP PLATE W (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x8 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING in" GYP. WL BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN G I -JOIST CONNECTION L.B.W. SCALE 34-' 0 (NO UPLIFT) DEPTH 1/4-D —HOLE EDGE>5/8" —HOLE DIAMETER < 2/5'0 SOL. STUD OUTER 1/3 OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 17=1'-0 EDGE>561 HOLE DIAMETER < 3/5`0 DBL. STUD ENGINEERED WOOD TR( 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 — TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO GIRDER. PROVIDES' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #27'. 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. —A-(1) SIMPSON LGT3-SDS2.5 GIRDERTIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SDS }' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDCWN WITH (2) }' x 5" TITEN HD TO CMU AND (18) SDS *'x 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWIJS WITH 2x SECURED W/(3)16d (2) i' x 5"TITEN HD TO CMU AND (18) SDS +' x 3" GALV. COMMON NAILS. lx2 SECURED W/ 1Dd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (20R 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE:" BF BACI03t BLOCK 7MC10®1 1500 3/4" WOOD PANELS 8000 (2) 1n" WOOD PANELS 80 (2) in" WOOD PANELS BO 2z LUMBER LSTA12 20 GAUGE W/ tOdxi 2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUI-JOISTWITH BACKER BLOCK HT14 W/&S'A.B. WITH MIN. 7"EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB 4:. 4 �. LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=V-a' NOTE A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1260 LBS W/ (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/(2) 3/4"" SIMPSON TITEN BOLT6IBOLT, 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)18d 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 (38) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: # 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) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREOUNTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER & 7APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-a' 6'-0" MAX (W/lX4) QR 10'-0" MAX (W/2X4) lx4 BTM. CHORD BRACING 6'A"O/C MAX, OR 2.4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=l' (P ix4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMINGPLAN SEE SCHEDULE FOR BOLT SIZE onc SEE LEDGER SCHEDULE W 5 in" MIN. EMBED. (TYP) i. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD a0 g LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS = 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °p CLOSER THAN 8" O/C. 5. IN LIEU OF HILT[ PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE VEDGEBPACIIG CDRRALBPAM A DOUBLE 2x8 1/7, 8" WC 16, O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/7, 81,010 16, O/C D DOUBLE 2110 3/4" 8" O/C 24" O/C E DOUBLE 2110 314" fill O/C 16' O/C F DOUBLE 2112 3/4" 6" O/C 12' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-a' (2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 4D EA TRUSSES MERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O,C. (AT SHEATHING 0'-0" TO 30'-0" (1) W BRACE SEAMS) 30'-1" TO 80'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE O CENTER TO BLK WI 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 37'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED (2) 10d% 4B EACH TRUSS TO BE INSTALLED 10'-O" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END _ PRE-ENG'D TRUSS SDALE:�""=10' 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 (Fi 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 HiOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, 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: ro�u� 7 441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosig0group.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813.886.2802 FLOOR DECK El 2x8 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/(3)16d COMMON W/(6)3116"°x 47APCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY IV-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, OFLOOR BRACING SCALE: 3/4"=1'-0' SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON HB W/ (8) Bd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPHB BTM. PLATE STRAPS W710d x 1 FLOOR TRUSS OR 112" HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3 4"=1'-O' qel PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY INTO LEDGER AND 10d Q W O.C, STAGGERED UPPER PLY INTO W BELOW 8"CMU WALL REINF PER PLAN PER ELEVATION LL •:Y 0 U O P R L VATION ? 1X2 FIRE -STOP 1/4 y--/— #8 WOOD SCREWS x 2" LONG a 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x8; NI 3/4" AS SHOIMJ SIMPSON A23 AL EA. TRUSS /4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL 2X LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3 4"=1'-0 O NOT USED 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d ® 3' O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 10d ® 3" O.C. #8 WOOD SCREWSTOPSTAGGERED UPPER PLY INTO26 x 2" LONG ® 3" O.C.; NI 2x4 BLOCKING 0 EA BRACE. TOENAIL INTO TRUSS W/ 4)16d STRUCTURAL SHEATHING (TOP 2X44 SUPPORTS ST. BELOW STAGGERED OFF NAILS ®EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x8; 3/4" AS SHOWN 2x4 BRACE ® 4W O.C. w/ (5) 12d VA" MIN. FROM 2ND. FLR, FLOOR DECK NAILS ® EA END LINE 2x8 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILSINTO (>g B7. OF FLOOR TRUSS 8"CMU WALL AT 18" O.C. AN FROM BLOCKING NG (BT. 2X6 IS FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-12" EMBED. 16d NAILS ® 8" O.C. MAX iX2 FIRE -STOP P FLOOR DECK/4„ PER ELEVATION PER ELEVATION LL NAILING PATTERN 0 °0 PRE V ? P VT 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 17, O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMP., HETA•180 - REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ.EVERY TRUSS (VERIFY 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-180 W/TRUSS PLAN) TRUSSES PARALLEL (VERIFY W TR MAX 32'AT SECTION DETAIL _ TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 scnLE:3a"=1'-m PRE-ENG FLOOR TRUSSES NOT USED O SCALE: 31,V=I�cyl PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'O WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING PER ELEVATION O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE 708LK W/ TRUSS PLAN TRI98 LTO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 1/2" DIA. ANCHOR BOLTW/7' � A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/44 SYP NO, 2 WASHER SET IN HIGH �+j. U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE T02x8 P.T. U < 1420 LBS W7 (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV- NAILS EA. STRAP 2x4 OR 2x8 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 a• 8 MPSON SPH4 OR SPHB BTM 1/2" GYP. WL. 8D. O' AND TOP PLATE ANCHORS W/ I.d x 1 "2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. CUREDEACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2"x9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 10'-0" O.C. TO INSTALLED MAX. EPDXY 5-1/7' EMBED. MIN. 016' .1 d 1., ,1 1 Oa 1 Ob 1 OC OC MAX SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG TRUSS @ CMU WALL : 41 02� , TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0' 'a .: " A- SIMPSON MTS-12 U < 990 LBS W/ (14) 1Od GALV. NAILS. .. �. 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/ (18) 1/4"0"SDS,(1)518" A.T.R. TO HDU4 AND (10)1/4"X 210 SOS 70 POST TRUSS CONNECTION @ L.B.W. 9a gp PWTO"CONNECTION SCALE: 3/4"=1'-O" A8B - SIMPSON ABU44Z POST BASE <U:1,900 GS,W0 W/ 5/8 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <UA,565 W/ 5/8' AB. WITH MIN. T' EMBEDMENT TO SLAB a (26) 16d x 2-12" NAILS TO POST. LLC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdes19n9roW.c L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813888-2802 DINT AM. 08/O2/21 =AZM 1/4"=1'—O" 2*1zw S3.1B ipOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/18) or 15132" STRUCTURAL SHEATHING EXP 1 (32/18), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132' STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS Wq IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 8d RING SHANK 23/8" 0.113 170,000 (11Ng 6-20 RINGS F1067 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-0i EXTERIOR SHEATHING USE 1/7CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1:. 8d NAILS Q 4" O.C. ON EDGE AND W O.C. IN FIELD ZONE 2B, 2n, 2' 8d NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,38, 3r Bd NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NDTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP 8 BOTTOM EDGES li - TYR. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS —� ROOF SHEATHING p O m 1, BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END 8 (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING G 18"0.C. IF NO DROPPED GABLE END, ATTACH 20 #2 SYP BLOCKING G 16" O.C. FIRST 4 BAYS WN (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2t BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2" DECK SCREWS E 6" S" O.C. MAX G EDGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YH. J/4" I #U SUB-NL WK ULUKINU ULULU I U ALL LAHUSLU MLMULKJ '++ .��A•A•A•dA•A•4s�•� j�.r� f�f.r�j.A•A•A•A•A�.�A•A•A•A•�T A•A�AiA'I A•Ar©i�r©.+LAV� AVA•ATAV4 I•A•A•A • • NN • • • • ROOF WIND DESIGN PRESSURES 1EGRDssI ABLE/ z�a.mc � eiawwu�GTe�Gom�. a� uTelE�m.enNM PResa,mE wEFNGENr..l.o.,s FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGiICN 91g ttFE SPADING REMARKS APPLICATION BITe ttPE BPAgN3 REMARI6 1M PT INNING 70 MA80NRYICONC. CASEHARDENEDCOIL NbLl1/T LONG. e•OC OMAOE DOOR BUCK TO IMBJIRV/VINO. 1M'tlA NOWASHFR TPPCON MASONRY FASTENER S� 11/1"EMBED., 1"ENotlSI, I1Q•EIX3E DIeT SOpIXT. DOORS o CABS HARpBIED LCA 0.OIC WNpOYAWORl FABT@IED MADE OOWI eLT( OTO 3••tlA OR E%PANeIONBOLT 01L (0/CW# 1•EMBED.. 1"ElDbST, I , SEE NOlEB NNL 11?LIXJG. STAGGERED MAS'INRYroONL MABOMTroONG. wI WA91@t 24"OE ItR Otnl ]•EDGE OISr wHDOW— CABEHbtDENEDCgL I,.- WINDOwmocal FASTe METN-BTIWTO CONTACT THIS ENGINEER FOR SPACING tv PT,3EENOTEe tJNL 11IT LOYG. 9TAOGEREO IMOMASLNRYIWNC. .—.IC.- REQUIREMENTS EXT. SWINODOOR (n 3ne•OV. 'TAPLOM 111T EMBED,B NONBEAMNG WIbD I- E%PM•ON 1'EMBED.1"END ]I" Bl1CKSEENDTEe NO WABHHi FABTNEN I80F WST,11R'EDOEtlTT WALL iO CONC.eVB WI WASHHI BOLT 018T.,3•EOGEDL4F. T PT'AwDOWBUtl( 01]B'PAFn]1R• e"OIC 1•E. DUST. It¢ PT TO STEELgJl..BH W/WA91ER eTACA M EDOEpBT. No Ee NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF 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 WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2% MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION AO 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, THIS 4021602-18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE I WENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORT NO 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-OONN3. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C93M. MAXIMUM AGGREGATE SIZE SHALLBE3W. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE SPOSS) TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES S SIDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIA&40N40ROUND WiM INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 61NCHE8 AND 3EPl®WITHE9IVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMEW: DISOOIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 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. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBOR 2020, 7th EDITION SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS VIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP UNTREATED WOOD SRALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WARE MESH, SHALL BE ASTM A7064/Al064M. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815A815M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM-15 GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM: Wt 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 ROOF: LIVE LOAD FLOOR: LIVELOAD 40 psf REVIEW. 20 psf TOP CHORD nonKo —rit TYR. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD--nourleln #5 BAR - 30" #7 BAR - 47' PROVIDE 36"x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 pst BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WAND UPLIFT: 1Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7.16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: LIMNHASITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS. 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: 50pV, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH 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 WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM 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-PLATECONNECTED-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 WTH ANSI/ASCE 788: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDARCUND CORNERS. DOWEL ROOF BFL LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED ASA GUIDE FOR BEARING 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" CTMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Trn - 2000 PSI. BLOCK SWILL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE FLOOR OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIRED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PV,, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM P7557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION FILL CMU CELLS SOUD WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE" SPEOFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy • 36 kv FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy = 48 ktl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETEFILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTBWa SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR 9IRPLL SUBMIT PROPoSEDMXOEBfYJS WITHHSTORICMSTRENGTHDATA FOR EACH SEPARATE MIX PPoORTO STRENGTH MITCONCRETE EACH SEgZHt OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS VITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. SLUMP SIDESIGN& IX� 5"M-PRIOR TO THE ADDITIONTAFOR SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THENUT METHOD. CONCRETE SHALL COM]LYWRHALL THE REQUIREMENTSOF ACI 318 AND ASTMC94IC94MOR MEASURING, MAW TPANWORONG ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J4BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSIT® IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FORANY REASON THERE IS A DENY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONBBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBARSIILL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY E%PDSED TO EARTH FOUNDATVAS) B FOR CONCRETE EXPOSED TO EARTH ANWORWEATHEt 1-117 FOR #5 AND SMPLLet 7 FOR #8 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS WALLS AND JOISTS 1.1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIREDTO 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 SHOWING 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 PROVIDEDTO 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 WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. MOON rou� 2 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77415078 FAX: 407-7744078 www.abdeafgngroup.00m AA N: 0003325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 813486-2628 FAX: 813886-2802 SILVERADO LOT# 13 BLK# 14 DETAILS 12 OCAIM 1/4"=1'-O" j SN1 w r dh A © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA} 7O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC DETAIL A FASCIA 7D STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) *' MA DETAIL D J—CHANNEL FASCIA A WOOD D BY OTHERS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER 72)STAPLES INSTALLED 2-1/4' EMB. THRU SOFFIT AND 1X2 WOOD BATTEN 11 Jt J-CHANNEL AT NAIL HEM AND IN VALLEYS 1 O STAPLES INSTALLED @ OFFIT 1O 12" O.C. MAX (INTO IN J-CHANNEL J-CHANNEL 3Q DETAIL B O(7DWOOD) SLOT MAX. J—CHANNEL FASCIA 12 BATTEN STRIP ANCHOR r2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED 77 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT O STAPLES INSTALLED THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J L `J-CHANNEL 3Q O STAPLES INSTALLED THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3D J-CHANNEL J" A DETAIL E J—CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'U—� 1•—SPAN'!,—� SEE DETAIL'A' SEE DETAIL'E'—� + EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END -EAVE WIDTH (ROOF OVERHANG) CONCRETE; CIVIL OR WOOD (NOTEA) #0FFr=rA. SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 / O SOf NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g� MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O ""'WOOD LOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR (NOTE 1) Q J-CHANNEL 8 nl=TAII r- J-L;rlA VIVtL TRUSSMOIST/RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. irsi=:i?i.:��••• =.j..i 3.519 EAVE WIDTH •a:i; .375 .375 (ROOF �••i�::rii 49 3.625 3.625 3. OVERHANG) 5 \ .08 .0 12 -CONCRETE; ��— CMU OR WOOD ( NOTE A) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 Groin 441 N. RONALD REAGAN BLYD LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 1 —DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 3" PH: 813.8862828 r 0 BF-373 Siluvad� Side 4o-,il� 2368�Pk 1�@1 5teerg� p�j 10