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HomeMy WebLinkAbout9017 Steer Blade Drpm 0 ►- 2368--DESTI-N FOR: 40 0 R♦ HOR110N C ` •j' 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4mi= (813) 740-9720 Fax. (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING OnDE, NATIONAL ELECTRIC CODE, -AND THE CITY OF,ZEPHYRHILLS ORDINANCES REVIEW DATES 2 2 -u CITY OF ZEPHYRf- I PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 > TEL: 813 740-9720 ( ) FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .mmm Buya= em, lEDgnu, 61fi ®jglQlj (�]'� • S AIL IEL �D �.,� �� -OCCUPANCY - RBSIDENTW GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vu11=150 MPH Vaud=116 MPH •1_° = B •RESIDENCE •2-STORY RESHIENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C AD ALT. AMP. BD. CL CAB. CIO. CLR CONC. CPT C.T. D. °Data DIA. DIM. DISP. OF, DR D.S. DTL, D.W. EA. ELEV. EQ. EXH. EXT. F.GIFX. E.O. FLR FLUOR. Fir DR- GAR. DISP. G.F.I. CL. GYP. BD. H.B. H.C. HDR. OT. OR HT INSI . INT. ABOVE AIRCONDITIONINGMUM. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE E caBINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DUAALLGLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FN. LOOR FLUORESCENT FOO CING°�R GARBAGE DISPOSAL INTERRUPTER CIRCUIT INTRRRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER I IN ULATION INTERIOR LAV. LAVATORY LUMINOUS M.C. MEDICINE CABINET MFR MANUFACTURER MIN. MINIMUM M.T. METAL MOUNTED MTD. MOUNTED MrL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PLY. PLATE PR. PAIR PLYWOOD P.T. PRESSURE TREATED A RISER BAD. RADIUS R.A.G. RRTURNAIRGRILL REP. REFRIGERATOR RM. ROOM R.D. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHT. SHEET SHTHG. SHEATHING SHWR SHOWER SIM. SIMILAR SL. SLIDING STD.L STIANDARD�S SWS SHEAR WAIL rJON TEMP. STEMPEREDGLASS TOC. THICK CURE T.O.P. TOP OF PLATE T.O.S. Top OF TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER lWITH WD. WOOD WDw. WINDOW wi{ WATERER a UGHTIR'ON DATE DESCRIPTION B 24 19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS -COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" FRONT & REAR (5 12 PITCH) 55 PG A3D-ELEVATION "D" LEFT & RIGHT ( 12 PITCH) PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS - 30/14/19 UPDATED LSD LIGHTS PER D.RHORION 18/04/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/B7/80 ADDED BDR'90N CONNECTORS [.LO. uSP • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) .774-6078 Fax: (407) 774-4078 1 SQ.FT. CALC. S LIVING 2,J72 $('}•FT• GARAGE 538 Sa FT, ENTRY Bm ea FT. COVERED LANAI 2VI Ga FT. TOTAL 3•�� FT STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN PG S2.lA-DETAILS PG S3-FRAMING PLAN PG S3.1A—DETAILS PG S3.1B-DETAILS PG S3.1C-ENTRY DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF TER; CONTRACT DOCUMENTS. 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 BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILLRESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOTR ON BASEDR UNC ASPECTS OF THEON THE DRAWING SET, A It c N I T B c I a GW 1,441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdeaWgroup.com AA 9: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81348862628 FAX: 813-8862802 �.oevo. A - GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/HNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 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 VTTH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6• WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBOO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29D3. 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 SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FISSFIE8 i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4079 www.abdoWgngroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PH: 813488-2828 FAX: 813-886-2802 D � 06/11/20 8QlfllM- 1/4"=1'-0" sltz= GN 48'-0' 15'-4' 9'-8' 1'-4 1'-10, 4'-4' 6'-4' I0'4 I�I 25-OW 25-SH 361XI21 FrA TEMP 25-614 L = J v LANAI g a+ BEDROOM 1 _ OWNERS 14KG. SUM CLCL O T I -V I 4-b 1 .10 5.-0' 3'-1' 9'-2' 3'-1' `^ I I I 9080 S,CsD. 9 N5 A it T C r - - - - - - - - - - ------ I 1' 4 -9' 'z .p CAFE e I I 9'-4' CLG 4' 2' I I a. 5'-8' I GREAT ROOM v I I I,,� W-4' CLG. , I III X i e9 TRAY CLG :" I I Ili TO ID'-C I I I`-- C I I II 0 ao a 0 I I I m I I II ------ ------� 1 1 II B'KI4C�N I IR- H L------- ------- J II,_m• '-4' 6'-4' iA Y I CT BEDROOM ` DINING v I �i I ROOM 9 4• CLG Q T-4• CLG. 58H3 -2• 6 -2' m ® 0 9 i D l ii T I -----1 I y CIIT ' ATTIC ATTIC AGGE88 MT UIH OPT. o L.T. 2XI0 �-j p HDR L -----J Tub BATH 0 T C 11 e'-m• Ag ie 14'•6' 5'-m' 1'-8' I'-2' V-4' CLG. a? FOYER T-4'CLG. Q IR-18FN ------ �9g �D s GARAGE 1'-m' El V-4• CLG. R. V 6' 3'-2' 4'-0' 12A2' SJ_. L 13'-4' 5'-4' 28'.4' BEDROOM T 9 -CLfi ENTRY 11'-8' CLQ 5- 16'-0' X 1'-0 OH. 8'-0' X 1'-0' 014. EGRF�88 EORE89 3'-2' 3'-0' 6'.4' 1 6'-4' [1'-4' 161_01 '-81 8'-0' I'-4' 13'.4' 28'-4' ae'-0• FLOOR PLAN SCALE: V4' • I'-& FLOOR PLAN NOTES O' BLOCK WALL R LNOW 0 O AM PROM FACE OP 1 % R BLAD) TO PACE OF U4 ' 6TUD UUkC. - ALL INTERIOR al4LLS APE 3)P UNO. - DRYER V W THROUGH ROOF (VW.. NOT SOIEENED. - AIR COMPR6/80R MT ON 44'X44• MOWED CQiO. PAD. PAD DEGPIB 6' PRCM NOW CP STRUCT)RE. - M &MET GN FOAM GENERA- AND STANDARD BUILONG NOTES. . ALL HADPTABLE ROOF* TO HAVE ARC FAULT CIRCUIT INTERlUPTER - ALL IULL HEIGI:T BLOCK WALLS DETW ON FILLED CELLS WITHOUT OFMI," ARE SHEAR WALLS. SQ.FT. CALC. S LIVING 2,312 SQ FT. GARAGE 538 Sa FT. ENTRY 50 ea FT. COVERED LANAI 201 So. FT. TOTAL 3,161 SOL FT. NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL 5R6. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENINCsB BETWEEN THE GARAGE AND RESIDENCE OHALL BE ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT 9'-4' BRCS LESS THAN 1 3/8' (35 MM) THICK. OR 20-MINUTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL VX6•X38-1/4' LOW WALL 2'X6' STUDS • 16. O.C. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP ES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KUTCFIEN JBAR REINFORCING DA88 C 4 BRACKETS AS CABINET =NECESSARY. m �ry i ABAR DETAIL SCALE: NT5NT8 IANT� 67IEpAPo111�3810�010��18 01B8108 80UNE DOZE 10N11INM A R31M1® NDTIPE F0011110E MIN. WINDOW 3 5 243/-32.5 CRITERIA EXTERIOR OWING 2U 5 23.1/-30.1 DR. MIN. CRITERIA BCD. MIN. 12 5 21.2/-263 CRITERIA 16011VO)4D. 112 5 20.5/44.9 8010 OAD. 56 5 21.46/41.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. a 14'-8" PRESSURES HAVE BEEN MODBUD PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. cwwonew A I C N I T I C T 8 Groin 441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407•7746078 FAX: 407-7744078 www.abdes1818roup.Com AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813688.2828 FAX: 813.888.2802 SILVERADO LOT #2 BLK #14 FLOOR PLAN 1 s DAB, 08/11/20 BCAP1 - SIMET Al /---------------------\ / wnvoow \ I RAISED I STUCCO AI DsWD WINDOW I SISED °moo I Im BAND 'I• 477 I t 5• i I I I I ADETAIL �IE4 SCALE: I'" P.C.B \ -- --------------- STUCCO----------- / RAISED \ \ I BAND 81DE I E ENTRY SIDE DOOR LITE I I I I (, DETAIL \-----------------------------� / RAISED m \ STUCCO d' I BAND 5' I I � I I GARAGE I DOOR I DETAIL I E BCALE: 1'" I'-0, I NA'-S' RI 12'-S' BRG. FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO 15E INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION (TEXTURED FIN15H) AREA OF ATTIC = 3164 SQ. FT. N ET FREE V EN TILATIO N AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 3164 /300 = 10.55 VENTILATION AREA X SQ. INCHES PER FT. )144) = 1519.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1518.72 759.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 759.36 /115 TOTAL # OF VENTS REQUIRED = 6.60313 TOTAL# OF VENTS PROVIDED - 7 PER PER SOFFIT VENTILATION AREA = 11.736 LIN A IN EAf00T = 759.36 /11.736 TOTAL LIN EAL FT Of SOFFIT VENTINGREQUIRED 64.7035 LINEAL FT OF •AREA OF ATTIC IS THE PERIM]TER OF THE HOUSE, LESS THE OV ERHANG EXTERIOR Of WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED FIN. PLR. I I I I I 1 �\ F DETAIL \-------- - - - - - - A R ON IT RCTI{ f 441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdealgrigroup.com AA#: 0003325 I IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 8134188-2802 17 az = A2D SHINGLE g� ROOF v OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT --------------- - 12� HOT. NGT. TEXTURED ® FINISH 9 2'-I- i0 i0 — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — LEFT ELEVATION 1/%MIWUNLLO. 1 1441 N.RONALD REAGAN BLVD.' LONOWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdeWgAgmup.eom AA 6: 0003328 J DRAFTING BY.- A.S. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488.2828 Ikk FAX: 819.888.2802 SHINGLE S' HtTUDIV. � '�' ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT SILVERADO LOT #2 BLK #14 PROaMTO 03719.000— 02141 MODZ*- GARAG' OWWO: RIGHT— HGT. Y PAGE: FOAM a -m' LEFT & RIGHT CAP ELEVATION"D" TEXTURED STONE TEXTURED 9 FINISH VENEER FINISH io 6 HIT C m'-®FIN. FLR- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - - — J �i 2 RIGHT ELEVATION DATE. 08/11/20 WEB= A3 D 00 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES wv ouTLET as Am SOMA FOLE Nov cUnAT "V OUTLET M o *am E Fro TO INOWN "a SET �wrtA FW RN MAIN 5@ 720V OUTLET M WO COOMMON p —try CN E O. wATNIR•Pao omen GOMMD PAL? NIERaAIEK awrcH awTcN 34UAY oPER ' awrcH 4-RAY oPER I..0 �� vv uALL PICUMSD Lwn CEILNG LIONT Q LED OA LOW Qvp LEDVAPOR FROM LIMN O Vp VACR PROQ LOW Omomm EDCAN eVQO. FM ICTI No ara R. `w.PAN utnw IanFEKanFr. 9jl FSR T nrEes TaID a,r ® 24PL0 uw Aa2ME J ralw�ACE 1a4TJ MOUE 2, R.Mo1EacER 4' RJERaCEK 4• TRACK LIaNT O PANEL Nib PETER OSA. own DaN rmm �. MALL Piamm anaa DETEeTOP WJY�e ® CANWHmacRm °Owo LA A DWON o NOT LAMS TNSaI a OF NO 4- ROAR Ltllt? LIB NATW1. aY ouniff ► TEONpE JACK � wTaP NEA?aR DlacoNELT 416 DNOAIECT eNE Aw oN rl _I Ta AY MON JACK TO M airycoNOD N Q ASON AOCOIOANCE W SOX MOW Y RON NOR alLw FAKLIaNr TOM aIa"mw N W SOX YR MPOP t4IOwr G�DQ w M imcno ow LOW ~ P 9®B 4V WCANDINCINR ROOD LIOIR OPTsommTT METTAD Hil Pa Aw"WrTom POROUL w Paw • LOCATION OF TV JACKS 4 TONE OUTLETS N PANS TO M VlPIRD • NRatWIR FI!-COYTRICnM PYTSO. • ALL 0 4 20 AMP OMACH CAPCWfO TO M AC FAULT PRDTECNtD PEa EL.DTI«DA. I,IaDVUIdM Q 1'Jtfd ATM ISATU • NAO Uems. • IMP cam PF DEt LAU CSaDST. a AND (NOT ON . IOLMD moT aN KITCNEI cL4= IN • RATWRO M DIa PAN TO M LOCK CA N PANEL E/MMOT PM TO NAVE Plat. CAPAGTY Q • MM90 M IN aEcrON Pseu a • LAU CWr ROOM IiCSP'rACy EIA.L M w.U0 FAULT CAVAW-NTE IRA -TO a rRON ICTION FOR PEOLNEL ON NMOEM • 0000 METCD SMALL M NON PETKLIC CAKE PM ON • ALL WOW TO CY wTH LCN! AL 7NE FTC! ATM FL r------------- I I OWNER'S SUITE I LANAI ne F'RE-WINE L I I _ FOR / CI-r. PAN FOR \\` 1 CLG FAN UP \ GFI L------------ J \\ \\ r----------^=----J--r ®SD/CO ��--� I I / I i .L _ GREAT ROOM I L JIA4GTION �\ \ 5OX UNDER / \ COUttEIR FOR FOR \\ CLG FAN Y! N.I.C. !-1 --- — — — — - J I ( \ I _______________k\\ 1 I I ' 1 BEDROOM DINING I IROOM 1 OPT. DINING 1 FIXTURE FOR \ I CLG FAN \ I SD/CO 1 _ i-1110 rtn ------ U I I BEDROOM /t F'RE-WIRE FOR CLG FAN ' BEDROOM JA / FIRE -WIRE / FOR / CLG FAN I I SD so J CAFE \1 O CL - 0 / I i v - ` 1 / YV VY UD ` iF r) � 44'AFF� � ,c�44'AFF. 44'AFF. \\ o FOYER LIGHT 4 OPT. \ 1 L SWITCH M ATTIC ACCESS 1 I ------------ GFI CLG. OUTLET GARAGE GFI CLG OUTLET wo LED LIGHTING Ca? DOUBLE LAV. CUNER'S BATH ELEC, FOR HOOD/ MICRO ASV. / OUTLET FOR IRRIGATION N"w I TIMER I p \\ FI LL ENTRY', f U I \ �— --- —'—---------- PRE -WIRE ------------ F'RE-WIRE F'RE•WIRE FOR COACH FOR COACH FOR COACH LOOT LIGHT LIGHT ELECTRICAL PLAN SCALE, 1/4'.1'-0' I I I ® I L I L I I t LED LIGHTING LED LIGHTING C SINGLE LAV. SINGLE LAV. BATH -2 BATH -3 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE #D2 HOUSE PLAN: 1 2368 IMODEL 2368 SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 71 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3,94 1 LAUNDRY CIRCUIT AT I'Sol 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12, 1 WATERHEATER 4 1 DISHWASHER 12 1 CLOTHES DRYER 5, 1 DISPOSAL 1 MICROWAVE 1, 1 REF. 1,2 SUBTOTAL OF GENERAL LOADA 37 FIRST 30 KVA OF GENERAL LOAD AT 10D% 10, REMAINDER OF GENERAL LOAD AT409A 127504 IVA. X 0.4 11001. TOTAL N ET LOAD 21,00 4TON HEAT PUMP #128 AMP X 2 6 10 KW ELECTRIC HEATAT 65% ERALLOAD ;MURE 2100ALHEAT 1322OAO 34,22GROWTH 10% 3422.1 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 156 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210.12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,5D0 VA TOTAL 18,849 VA N EUTRAL AMPACITY: 18,489/240 = 78 A q2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE .S 2M CU, I % OL GND 2" CONDUIT OR PROVIDE 5 410 AL,1 A4 AL O►D N 2" CONDUIT. !CONDUIT TO I MMATE ABOVE SOFFIT • OVENMANW um LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWgigroup.com AA S: 0003325 A IF DRAFTING BY; A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1DO4 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 813.888.2802 00 LevHE c r oT SIB ADO LOT #2 BLK #b14 PROJMCTIV L-J.r " ELECTRICAL PLAN 200 AMP ELECTRICAL RISER NOT TO SCALE. asmotAL NOTING, Da ON 2eo AMP y� 1 A ELECTRICAL MATERIALS AND INSTALLATIONS VICE SlRtcE DISGONIECT 120R40 voLi I PHASE > SMALL COMPLY MTN ELECTRICAL PROVISIONS O! n I'ND MLO THE rem 0tw EDITION r20I'TA LOCAL CODES, MID ELECTRIC PANEL ALL LOCAL POWER COMPANY REWIPEME11S. PETER N NOMA S. ALL CON CK CTOM SHALL BE TYPE THMI/THIW 3t SURE ENCLO UNLESS NowOT1ERu8E.� MOD TELEFNO/E CAKt .y !1 POLLlR COta•ANY TRANEFOR•ER SERVICE TELEVISION ENTRANCE EOR�'EKf SRRAICE EOOPNIBIT NTEMYOTEPI BODN3 TOW INAL AT pRADE LOW VOLTAGE CONNECTIONS , DA 06/11/20 PROVIDE IY 1 AMP, DCAL VOLT, I DIVA 1 AT CU SERVICE GM ND SECONDARY ELECTRICAL- SERVICE. PROVIDES CONNECTED TO CONCFETE 2CALJ& 4AD COPPER RO ID 2" DIA ALL f ULE 90 PVC ENCASED FOoTER STEEL PER 1/4"=1'—O" CONDUIT Oa PROVIDE s C CONDUIT UMRSM KSS N ELECTRICAL PROVLSIONS OF 2" DIA E Is FI1L.E SO PVC THEFLUNLESS a:saaT SERVICE le PROVIDED by THE CLlCTRIc FBCR StM EDITION nav COMPANY. C NXFONATE PATH TM ELECTRIC ON• DIA X 0 PT LONG COPPER E 1 c4mF-A4Y PRIOR TO EUD. CLAD GISMO IWO il 2'VTR 2'VTIR 2.iq /` 1 IR' 1i I V2' RECLAVW2VTRI 2. (/2.PIS- I PLUMB. W48H. L.T. � - CO 3' sw AUTO VENT TO r NOTE, ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. MAIN 'S' T I ARE PROHIBITED. PLUMBING RISER SCALE- NTS I PLUMBING PLAN SCALE: 1/4' . I'-V' 0 I / aal vuN UA 1 i"l N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWeigroup.com 1114 AA is 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8193862828 FAX: 81 11102 SUBDzv Se LOT SILVERADO LOT #2 BLK #14 IMODELA ' 9'4RT; IJ R—TIQTT PAGI: PLUMBING PLAN Dw 06/11/20 8CALIC: EPEE= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 414ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MO. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC, AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. 15ATHROOMO CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL ISE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/8MIOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TiRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO GONG. PLENUMU AIR RETURN W/ (2)-3/I61X2' TA UNIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY d REFRIGERANT LINES J SECURE STRAP TO UNIT (2) AIR HANDLER EXTERIOR WALL 4' CONCRETE SLAB iXl 1/4' SHT. MTL. SCREWS 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD t REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE: MAN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL DLM CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR COUNTERSUNK OR WALL C.O. PLUG SPEC. I I PIN. GRADE FITTNO OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION TO SOIL WADE 8240-K JOSAM 56000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPT(/SPEC INV. BE I PLAN FLOOR SLAB CLEAN -OUT (TYP) (g)EXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN SCALE. 1/4' " I'-0' 0 AIIIaNl 88 8 Groin 44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes*group.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MO-2628 FAX: 819.886.2802 QIIIIIINII UDDIV. Se LOT SILVERADO LOT #2 BLK ##14 MECHANICAL PLAN axe M1 IF 2X4 TOP ELATE PRE-FAB TRUSS W' Twm t T ccw Duo P cm m vY CL.G. B-7 r �T APPLIaD 6TIa1CTURAL Pm Ilarommul r P"RomyPLA•TaR MA90NW ro 11A°°�'T a,a PT STUDS IN 5' DIA. SLEEVE, A IAVI To PILL DILL r P!R F PARTITIONS SUPPORTING DO NOT CUT naa 1/2' DRYWALL WALL HUNG PLUMBING R;i'! "'� ORAL SACM T' FIXTURES AND WALL P WATHMST • CABINETS SHALL BE NOT BOND BEAM O NOT CUT LMMPAPM ►Pw •ADv■�ow •r uD ALL r LESS THAN 2x4, WHERE SOLID GROUT HE BOND av aALv.sm vommn SPACED NOT MORE N. oRArocia� SECURE ST. 2X4 WOOD STUDS 024. THAN 16' O.C. OR NOT W/ lIJ- 5 _ EAM •oeo �' °W '� PM PLATE TO SLAB W/ 10d MASONRY O0• LESS THAN 2x6, WHERE l2J COURSE __ EBARS GALv. •TOIL. I� v VICAL M&UK oy on4 000R NAIL • 32• o:C. SPACED NOT MORE _y:; �.=�,. wr PAW 00 e MAX THAN 24' O.C. TUOC DRAaaro Room au PIaOdlCT APPRWAL Na. SLAB FM. FLR THROUGH BOND BEAM 26 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS S-'�PIPE SCALE:3/4'.I'-0' SCALE: I I/2'•I'-0' rxa,a•.rr TYP. INT. WALL NON-BRG. SCALE, 3/4'.r-0• FIBEI0GLA88 SHIJW.ES OVER $30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.1.1 ON J' OAS. SHEATHNG OR }' CDX PLYWOOD SECURED PER FASTENER 8CHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I _ TYP'I ELEVATIONS o.H. VENTED SOFFIT In' THICK, 2 COAT PORTLAND-1--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0•-0' FIN. FLR j FIBER52LASB SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWD.0 ON 0A.B. SHEATHING OR }' COX PLYWOOD /S' GYPSUM BOA SECURED PER OR IR' HIGH FASTENER SCHEDULE STRENGTH CLG. BOARD REFERENCE STRUCTURAL SEE ENERGY CODE FORMS_ ENda TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOFFIT ATTACHMENT AS PER MANUFACTURES �WINDOW SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND g• cm CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' GYP. WL. BD. WOOD BASE }, 0'-0' FIN. FLR ° d a tl. •e a 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL �OLAYERIUNDERLAYMENT SYSTEM SCALE, 3/4'.I'-®' IS REOUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 2X4 S74' D.C. MAX. SPF SECURE W/ f2112d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.I.i ON J' O.S.B. STIFF15ACK AT ALL UPR*HTS SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. PRE'ENG3 WD• TRUSS TYP. MTL. DRIP EDGE O.H. O.N. PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RN SECURED PER / STRUCTURAL DETAILS / VENTED SOFFIT SEE ENEMY CODE FORMS FORD PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED S/S' GYPSUM BOARD OR V2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION I/Y THICK, 2 COAT WINDOW ATTACHMENT 08 PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY ERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. IR' GYP. WL. BD. , CMU i— WOOD BASE FIBERGLASS SHINGLES OVER "D0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.1.1 ON J' OUba SHEATHING OR }' GDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-1— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ — 0'-0' FIN. FLR d 8' CMU a V. � as ,a 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING (1)1-STORY GABLE BLOCK WALL SCALE: 3/4'.I'-0' ARCNITECT• Gro�u� Li"IONALD REAGAN BLVD.WOOD, FL 32750407-7748078: 407-774dW78bd•Wg igroup.comA te: 0009325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813$88.2828 FAX: 8134MG-2802 Ta13. 2X6 P.T.. CENTER OF DOOR I•EADER SECURED W) (U VJ' X 6• J-DOLT W/ 4' MIN. EIDEDMENT W( 2' X 2' X V6' WASFER 4 NUT OR UV (2) V2' X V ANCHOR DOLTS X VS' WASFER 4 NUT It SECURE 2VA ON PLAT TO ELK QR ® W MA6T NAILS. 2X6 OwARA®E DOORDOOR "--W—. SV (5) V2' X VJ-DOLT OR ANCHOR ® DOLTS, v 4- MIN. E7DEDM w, uv 2- X 2' X V6' WA"R 4 NUT. (1) UTNM 6' OF TOP, (U LgTNM 6. OF THE DTM (1)EVENLY SPACED. E m Im 0 NOTES: ALL ANCHORS SNALL ISE IN ACCORDANCE TO MANFACTUR * MSTALLATKN RETI!)CTICN6 WERE Airy NATaLGTIaM a hbm 6TIN l GARAGE DOOR /-l'\BUCK ATTACHMENT IVII-I'X4'OR 1'X2' P.T. NAILER T1.4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK W/ W TAPCONS (MIN. SHANK SIZE .14b MIN. HEAD SIZE -%W MIN. EMBEDMENT I-)W WITHIN W OF EACH END 4 18' O.C. MAX SPACING \`-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A WEiDON TO BLACK +3/4 OR +5/4 E: f 2X4:m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN B' OF EACH END 4 IW O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCCNS(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MR EM15EDMENT04") WITHIN e' OF EACH END 4 S. CMU 10' Or- MAX SPACING. )i' DRYWALL 2X&, PX4' OR I'X2' P.T. NAILER SECURE TO BLOCK IW2.%. OOR CASING TAPCONSNK (MIN. SHASIZE ." MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TTACH TO 2X PER WITHIN VOF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2" n 11DIDOW TO BLOCK +1" E: N.T.S. 2X44o SECURE TO BLOCK W/ V TAPCONS.(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SEGO BLOCK W/2-%' NON-STRUCTURAL 3(r' (MIN. TAPCON MINI SHANK SIZE J45 EMBEDMENT INTO TO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4) R ' DRYWALL WITHIN W OF EACH END 4 16' O.C. MAX SPACING 'X4. OR PX2' P.T. NAILER 2X&n SE 80 BLOCK W/J-Il(s' 36- O.G.B. X 4' MIN. TAPCON(MIN. SHANK SIZE Job DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y�) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS, IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOORJAMB TO QBLACK +1-15 1�' r ! lf TO BLACK +1115/ 6 2X4:m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14') WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-8TRUCTURAL TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .I45 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT 1,1649 8. cm 6' OF EACH END 4 JS' DRYWALL Is, OJ: MAX SPACING 2X84m ❑ OR I'X2' P.T. NAILER SECURE TO BLOCK WFJ-%' OOR CASING TAPCONS �*X4' NK (MIN. SHASIZE .146 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END Y4 MANUFACTURES DETAILS. IVOa MAX SPACINCs. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR DiJAMB n F BDK214" LCK+214TO \.:,/SCALE, KTA. 2X44s SECURE TO BLOCK W/ i(s' TAPO" (MIN. SHANK SIZE .145 MR HEAD 61ZE 300 MIN. EMBEDMENT I A-) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X SPACING. MUST BE ON OUTSIDE 4 2X618' =MAX SECURED THROUGH SECURE NON-STRUCTURAL %' SECURE TO BLOCK W/2-T1(r'TAPCON MIN. I-Y4 (MIN. BHANiK SIZE J46 (MIRTAPSHAON6NK EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . cm MR EMBEDMENT I Y49 • DRYWALL WITHIN VOF EACH END 18' OTC. MAX SPACING. a R 2' X4' OI'XP.T. NAILER 2X8� SECURE TO BLOCK W/2-%' TAPCONS DOOR CARING (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER IS.OG MAX SPACING MANUFACTURES DETAILS. ee16a Ymmw wRJMiomleew Ocmir) DOOR JAMB TO BLACK +3" E aNDOW TO BLOCK +3" :K 2X4s SECURE TO BLOCK W/ w TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN B' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK Wa-V NON-STRUCTURAL V TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 Job EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 VOF EACH END 4 e' cm JV DRYWALL 18' O.C. MAX bPAGING. I'X4- OR I'X2- P.T. NAILER SECUR2XOdmE SECURE TO BLOCK W/2-ATTACH 2X SECURE. TO TAPCONB(MINL SHANK TRUCTURAL MMBER Job /12J12d WITHIN B' OF EACH MIN. 1 EAD SIZE 300ND 4 6' TO B' O.C. MAX MIN. EMBEDMENT I Y4)CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' O.C. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" IF TO BLOCK + " F' SCALE: N.TJS. 2X4- SECURE TO BLOCK WN4 TAPCG418(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN e' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O:C. MAX SPACWf SECURED THROUGH 2Xi:m NON-STRUCTURAL W SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 A' DRYWALL WITHIN e' OF EACH END IV OTC. MAX SPACING. •X4. OR I'X2' P.T. NAILER 2X*4 a SECURE TO BLOCK WI.1/4' Ya' 0.6.15. X 4' MIN. TAPCONS (MIN, SHAWL SIZE .14b DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C, MAX SPACING MANUFACTURES DETAILS, MD16 41a'1 Y IaapaD W RIM 4a� feo Nor OR:1� Y') DOOR JAMB TO BLACK +7/IS' G N TO BLACK +3,!9-1 " N.T . 2X4:m SECURE TO BLOCK UIH4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O MAX SPACING, MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPO" TAPCON MIN. 1-Y4 (MIN. SHANK SIZE Job EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 e' CMU WITHIN W OF EACH END 4 Jjj- DRYWALL IW Or- MAX SPACING. PX4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK 11,1/I-1/4' ' P.T. X 4- MIN. TAPCONS CA:6MCT (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 alk-TTAC MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN8' OF EACH END 4 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H T/DMW H +3 4" \ZybCALE. N,TA. F 1441 N. RONALD REAfiAN BLYD. LONGWOOD, FL 32TOO PH: 407-774.8078 FAX: 407-774 -78 www.abdes1818roupoom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 8134862802 OIIIIIIIIII SILVERADO LOT #2 BLK #14 DETAILS [PD2W- 013/11/20 *Ec= D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1D456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12092.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15333.8 - R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU OCT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL1SBA CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG pyq LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwAbdeelgngroup.eom AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 819488.2802 91111111113 PREPOR'IED CONTROL JOINTS FLANGE OF CONTROL JOINTS Td BE UNRED TIED TO LATH a 1' O.C. MAX (VERTA NOTS, DO NOT FASTEN CONTROL. JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES UV %. LEG MAY LSE USED TO TEMP. SECURE CONTROL JOINT OUISIG INSTALLATION �� FADT@!RS TO BE SPACCCi—Y e T' OICMax MrERrICALIr MJ' T14CK 31 COAT CEMENT AOTEW IS LAYER 4. FORTI9BER EBLDMG PAPER APPROVED IMRTAL LATH PASTVNED e1' (VERTJ Or— MAX AT SUPPORTS URD LAYER % STUCCO WWAP WOOD SHEATHING LATH 6'" L DE 7A6TMCW63 TF IJOINBENTIE61DI. PROVIDE 2X4 BLOCKINGPEPLACID FLAT MAX. 6' TO S' TJOU FROM CONTROL JOIN 0EN tkm \ ` / CONTROL JOINT PALLS ON L FASTENERS FOR LATH TO BE NAILS OR I i STRICTURAL SRO STAPLES IN COMPLIANCE UV ASTM CIB63 2. WRE TIES TO BE (NO. WU 00416' WRE I W-OCKIN6 SHOM MAY BE IN ADDITO \ TO WALL STIRS REO.WRND PER PLAN O'lM" TYPE CONTROL JOINT OL IrOLD Nlyp . FM'. A ®•«\ OPLA NYW Pr. L CLMAM • Pr.6 I. GNIAaW s PL C aNwLt �� PWEMM y, eXT■O for ALOE WHAT MMNCHANIO,ILLT PAATRI 4- OE MAX OL POW MLAUO A Pf. A L CISAM • FT. QD POLO • A- ® L FOLD MMNO . FT. A N.aaw.M.s A CIMAN . Pr. C 4 FAA PT. C OVER I't. • TILL Pr. C TOIGle lOROM PLAN= Qp e. d Y O Soffa, 'LY'M WTeR TWY(r MAL. POLO. m I» CM. �' THICK a COAT C rmw PLASTER fFRArlA IR' 2 COAT CWlW FLAIM(CMU WWD LATER 4, FOR(FBSR BULOMG PAPER mmirE aLT) Wm LATER -L STUCCO WR OWAM! OLT) Nam, APPROVED BUILDING WR4P &HALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAP% (ROLL ENDS) 4 6' a MORZONTAL LAPS. ALL SEAMS NEED TO W TAPED UNTN FORTIBER SHEATHING TAPE / 1' I•IIL LAP .FETAL LAN \ LATH VERTICAL LAP TO BE P METAL LATH WIND LAYER % STUCCO WMIAP •FeLP � URB LATER 4, FORTIMISM BUILDING PAPER I 2 ecA1E,'AP IIA'e1 0R. e ' ® KICKOUT DETAIL am rop IO 8OR mm OR I � LOLL FLAM/tl L-= N466M (ant AL) :s I J AT WIOMOM of Roe . FALL NiBYWCTIOIr "NA TEAT An& nwo IOLClL CC xoT ar I• MIN LAN LAP. 4.O�I Au LJP SIDE LAPS OF METAL M.A6TER BASES SHALL BE SECURED TO FRAMING M!1'BIRS. TNEY SMALL BE TRIP BETWEEN 8111-T'OR(S WITH 004T6-M. (17I-PM) WIRE AT INTERVALS NOT MOUE THAN 1' Qn-FAA AS PER ASTM CWI63 TAL FOR RB•AIR OP TEARS IN tM LAYERS. TEARS MAY BE PATCHED UPHOUSE WRAP TAPE PER "w "a OR PBBL 4 STICK WOOD STUC SHEATHING PAPER 6TUCCO INSTALL FASTENERS (C.Ift 6TRAF0, STAPLES) A6 REAM. I 10 TO SECURE PIPE/ WIRE TO PRAMMG UM LAYER 4, NWIFIBER BUILDING PAPER METAL LATH 6'x6' SELF-ADIERMG MEORANS PLASHING OVER 4'x4' SELF-ADNE MEPBRANE FLASHING OVERAPPROVED HOUSpI'AO[ WRAP. R.461.IIN6 TO lXTeD ONTO PIA! 4'N4' SELF-ADNERINS MEMBRANE FLASHINS OVER APPROVED HOUSE URA. PLABt•IIIG m lxtl!•)o aNrO AIAE MF j' a COAT CEMENT INSTALL APPROVED WOU6E ltAP AIR METAL LATH INFILTRATION BARRIER OVER SHEATHING WWB LAYER 4, FORTFBER BUILDING PAPER ELASTOMERIC COATMG OVER 6TUCC0/ WO LAYER -L AER-L C.V.FINISH (60 TYP WALL NOTION) WOOD GNEATHING SECTION PER SECTION gffi7 EgEExte ft end pwgpond ENE Edellar uae of Portl'ld cement peeler ahal m oy.11h Ile applmW6 ragWrelrlenls of ASTM C 92I-17A. Irlstaletlon of adenor WWI; ad ftwnkV \ ) shel 22My v th ASTM C 106312A 41r4' SELF -ADHERING MEVIRANE- lLASHING(COMPATIBLE V HOUSE WWAP MATERIAL) OVER P OR LESS PIPE F04ETRATION CUT AND OVERLAP ONE aloe OF SELF-O.DFERMG MIMDRAW l PLAISHM STEP 01 WOOD SHEATHING OR CMU WRB LAYER M, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/UTALL SCREED 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT 76 WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE N.T.S. 4• 6. URAP MAMMAL) OVER 4'x4' GEL -ADHERING MEIBRANN FLASHING OVER APPROVED wom WRAP. PLASHING To EXrENC) ONTO ALA! p CUT AND OYIM AP ONE SIGN OF STEL_2 PLASHING GEO-ADNERING rIEMBRArE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO I- ` - —I WOOD OR i/Iro I ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — ''�J NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-641-mg, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UIL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA S: 0003325 J IF DFTAFTING A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. 3UITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813486.2802 BACKER ROD BACKER ROD WRB LAYER M, STUCCO WRAP INSTALL 6' SELF-ADNERMG MEMBRANEFLASHMG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEG IENCE OF FLABNMG TO BE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO DE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE PRAMS AND STUCCO ON ALL 6I0E04" CAULKING a JOINT ALL AROUND PER SECTION R703.7 Bdsrlor IaCdna end phollarNg Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. .I \ HOODED VENT THIOK,3 COAT CEMENT 1, PLASTER METAL LATH WRO LAYER 2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD — CONBTUCTION WOOD 814EATWNG LAYER 11, CO MtAP LAYER 2, FORTIFIBER 6' MOE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DEPORE APPLYING Z K A6H6G STOrE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER e1, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-841-0c1, MIN. 2B LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'ODIC K FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLABHMG (INSTAL PER MASUP, SPEC BUILDING PAPER UNDER 'QUICK FLA A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION I� `ELEC. METER FIELD VERIFY LOCATION UOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER Ye' TO Ys' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD SHEATHII APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANI ENTERS BOX, APPLY TO FAi EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD S EATHMG WFB LAYER "I, STUCCO WRAP WUiD LAYER 2, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRICTION FASTEN TO WOSTRUCTURAL CM k MBNDER OD T' O.C. MAX e'...... T(t' To 1j• nlD.uIALL . �IIEEP BfJQ[D Er;F� 61 U1DE STRIP SELF ADIEBIVE FLASHING, CLEAN MASONRY BEFORE APPLYNG _ V FINISH a MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 STEP *5 STEP #& ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdWgngroup.com 164 AAM:0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488-2628 FAX: 81341IM2802 Y; GAP TYP 1 THICK 3 COAT CEMENT WOOD SHEATHING C PLASTER TTo TRIM METALLATH LEGEND IX TRIM MEMBER LAYER WOOD SHEATHING •STUCCO TO STUCCO WRS LAYER'2, FORTIFISER DRAINAGE PLANE (WRB STUCCO WRAPP SIDING TRANSITION BUIPAPER LAYER 01, STUCCO WRAP) SIDING UIOM OD SHEATHING UIRB LAYER 42, FORTIFIBER WRB LAYER °2 (FORTIF15ER — — — — BUILDING PAPER 1 WRB LAYER 01, T' " "'` BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x THICK, 3 COAT CEMENT ! WRB LAYER 112, FORTIF15ER STUCCO RAAYER P7,...r,, STUCCO LAYER N, STUCCO PLASTER BUILDING PAPER Stu�O WRAP WOOD OR/I6' ZIP WALL b'SELF-ADHERING METAL LATH ASING BEAD SHEATHING FLASHING EXPLODED �THICK, 3 COAT CEMENT IN ADH DEL � STICK INds SELF-ADHESIVE FLASHING — — — — VINYL ANGLEDOR CASING BEAD VIFOR PLASTER SIDING TO STUCCO CLARITY) CASING BEAD ; ----------------------------------------------------------------- Y.J' THICK DRIP CAP (CROSS SECTION) %� SEALANT PLAS R3 COAT CEMENT WINDOW FLANGE STUCCOO �,AP METAL LATH , VINYL ANGLED `wom T1ON 1 I ASI WOOD SHEATHING WR6LAYER '2,FORT IFIBER �RIIJIMATHEIt I^@slsnvE BUILDMG PAPER i LLEATNERRESISTIVE �♦ i WINDOW FRAME f 1 a4luelER �'i \ / WRB LAYER -2, FORTIFIBER METAL LAtN x T BIDING / \ BUILDING PAPER ' � 1 THICK, 3 COAT CEMENT F. SFL�N �� f I WEATHER RESISTIVE PLASTER -, Al � � 1 DAMu�e v � E-Z BEAD VINYL CASING 1 i \ " (W/' FLEXIBLE PVC BACKER ROD) l LLEATWR RE615TIVE i P STARTER STRIP b'SELF-ADHERING \I \\ eARMER a I I R. G' ecLF-ADHERING FLASHING i—H. TAL dALVV METAL DRIP GAP G WRB LAYER al, STUCCO WRAP, I I x a' a ATED llad!� on1 WRAPPED AROUND FRAMING WINDOW FLANGE Tw 1 MEMBER CASING BEAD ® WINDOW �' ` R IbuoODLSHEATfIING� FLASHING C ( W/BAND) �\ GAP Wr.AJLICING t zx FRAMING, 15C FRAME, \ ORAPPROVEDSEALANT MEMBER is DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME --------------- f ----------- --------------------------------------- -------------------------------------------------- TRANSITION Y4' GAP TYP THICK, 3 COAT CEMENT WOOD SHEATHING NOTE CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-84l-0% MIN. 2.5 LBS. ; METAL LATH PER 60. YARD (UTILITY OR NOMINAL WOOD SHEATHING LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER al, FORTIFIBER I BNG UILDIPAPER WRB LAYER 01, WINDOW FRAME WOOD SHEATHING STUCCO WRAP WRB LAYER 02, FORTIP15ER ee°DYo� tMIeT1oN 4.' SELF•ADNEMNG 1 BUILDING PAPER i Woop 6FEATFIINGPLAGW� WRB LAYER 101, UL4THER RESIeTIVE WATHEIR ; THICK, 3 COAT CEMENT ! STUCCO WRAP 6ARMER� ��peLAP T i i PLASTER ; e�AAaeIER I�vabnvs i / \ ZaLRABO TOP 1 1 1 WRB LAYER 02, FORTIF15ER 7 xT�Y�IAPePDING '� r \ I 1 AL ' I UVATNERRESISTIVE i WRB LAYER 01, i VINYL ANGLED i BUILDING PAPER �•,ELF_RING 1 eARMeR a STUCCO WRAP 1 FLASNIN6 \\ /WEATWEIR RESISTIVEISAMMIR VINYIL CASING BEAD METAL LATH 6TARrERSTMPms. `\I ��\4ALVV METAL ' b' WIDE PEEL 4 STICK I (EXPLODED J' THICK, 3 COAT CEMENT I 1 OVER FLANGE ; an vIEW FOR PLASTER \ I WINDOW FLANGE ; CLARITY) GALVD META_ WEATNCR M°.SI6TIVE 'Z' FLASHING MANIItlER 9 TO LAP i 1 I I Y x r• R V ML AO" TOP E-Z BEAD VINYL CASING t�l e a z FLASHING 1 2X FRAMING (W/%' FLEXIBLE PVC BACKER R09 _ P.`� °" a oc`�" a �` MEMBER •APPLY FULL BED OF SEALANT BETWEEN ; CASING BEAD ® RAISED `'°�''AD"R"G \ 1 i " MAo�ERNG FLANGE 4 BUILDING WRAP 'ti�l BUILDING BAND (FRAME) �EMTI �1'_AbTTERT �\ ' :; 1 ORAPPRDGAP ' D GEALA IT WRAP 1 A ,M.ISTIVE i MMER` IR4ESIOTIYE - SCALE: 1 1/2'.I'-(d' t.z eam VINO cA ------------------------------------------------------------------------ UCATHM RESISTIVH DARMER 9 ECGRIROD�! PVC ® SIDING OSTUCCO mATwm TO BTIVE FRAME °AllmmV FRAME 16 A E z BEAD WINDOW C AS I N G 19 TRANSITION 1 U& LONGWOOD, FL 32780 PH: 407-774-6078 FAX; 407-774-4078 www.abdaalgngroup.com AA C 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 MG-2628 FAX: 8134186-2802 CUT MOUGV~ AT 4V ANSLE MODFMD 9' art N WOMEN~ OVYERM AMOIMBIRAP One"A AIuaLL1 RD OVlR One STEP I NAILM RAJ&! JAMM ski" SILLPLAA"m NM }� / R.DLEIL! RASNNO DO NOT SEAL BOTTOM PN STEP 6 POLD-U ARLY Pa D uP &(on TOIM FLOW NDE a HEAD Il ISOW K NiAD ALMN R.ASMNO W/ M. ED" OF &RL MO. TOLD MOUaNRAP N AT AAMW W S2.L 1lCMANrALLY FASTEN PAPN D ;CAP E&) SLOPE SILL MO. TO CXIEROm POTALL DU VW PLE)G RAP AS TM K-A* NO AT TM STEP 2 STEP 7 DOW 4 TARE DLA&ONdL CUT . ACRWS MEAD a F SEALANT AT APE* AND NKAD APPLY TO BACK, RCQU NAILNO LAMM N LM WI TOLES OR SLOTS. NaTALL •' WIDE ADME&IVE - BAf7 M FLDfBLE PLAGHM MATERIAL OVER DRIP CAP .Tow (PR7TECTO•WId1P 0T•20XL ar 92 W) STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 APPLY ON WU (O EQUAL) SEALMIT KUD APPLIED PLA4141140 (LANCO UNTE•SEAL RC-N OR MIA' ). &LOPE NLL TO KA WOOL L IT M TM! CONTAWOM llarOPOWLTY TO VERIFY TM COMPATRLLWTY OF ALL PRODUCM NCLUDNO MOUNBRAI! 90ALAMB 4 SELF-ADHERNb FLASMNO MATERIALS USED DUBNO CONSTRICTION. 2. NSTALL ALL MATERIAL& PER MANFACTURI M Mrf8i OMPICAT10Na SEALANTS MAY REACT ADvERSELY F NOT COMPATIVILIL EAN AND &ffAL JAMB TO &ILL JONT& WITH DOW IM!& FOLLOWING COMPLETION OF EXTERIOR RETROFIT UIORC REPAIR SCHEME SWOIW SHALL BE IMPLEMENTED AT ALL WINDOW& WITH ENDENCE OF WATER NTRAK N 15ELOW THE WNDOW OPENING �I$�:TERIOR PERIMETER OF UIINDOIU WTH L IT IB TW COWADTGM RINIM"IaLTY TO YORRY TIC C40PPAT1OLITY OF ALL PR=WTS V CLUOM SEALANTS J SELP•ADM8tlN0 PLANWM MATEIBAL& USED DURNO CON&TRUCTIOK 2. FLAGNM AT EXIVIRION W =Ml AND DOOR OFEN1429 SHALL BE SMTALLED N ACCORDANCE NTM MAMFACTURERS NSTALLATIGN NSTRICTIWM AND APPROVED Mn= U OF PW MObe) U N ACCORDANCE MW PM**TRATWN MANJ ACT PM" NSTALLATION AND FLAGNM NSTPN=IONS. WA EIGL SEA.NJM MAY REACT ADVEMELY F NOT COI'R'ATIBLR WALL FLASHING INSTALLATION (DETAIL (MASONRY) 1. SCALE. A R O N I T O T R Gwusoa 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.aW"gngroup.com AA &: 0003325 ol IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813888.2628 FAX: 813-886-2802 munDiv. & wl SILVERADO LOT #2 BLK #14 GARACE mWn4fo PAas: WALL ASSEMBLY DETAILS: WINDOW FLASHING 1 NICAM 1/4"=f-O" IS EMT WA5 I I I I I 1 1 —2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP —DRIP EDGE �P\ I\ —1/8' TEXTURED I \ FINISH i WOOD I \\ 2x6 BUB 1/2' TEXTURED j \ FINISH 0 CMU / \ —METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ T —EXTERIOR WALL \\ tee\ (FRAME OR CMU) \ \\� NOTE: NOTCH FOR 2X(o \\ SUB BAND ONLY \� 1 ®ELEVATION kE?) A I ©PLAN B lw TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH \-WOOD SHEATHING OR cru WRB LAYER h, STUCCO WRAP(PRAm ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOFDECK(BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH m I WOOD, 1/2' TEXTURED FINISH 0 CMU / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT w WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/1¢'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK-OUT AME OR CMU LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY LLC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdoWgngroup•com AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813288-2802 ausa:v. de L1o1': SILVERADO LOT ##2 BLK #14 PAG'R'WALL ASSEMBLY DETAILS: SUB —BANE 1 1 8CALAC: 1/4"=1'-O" 1 WA6 BIOOD SHEATHING EXT. Wow PRAMW WALL A ft C N 1 T E C T WRB LAYER M, 61l154'L001lt DECKING ' COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WOOD WRB LAYER 4, FORTIFIBER PRE -SING•) TPLIN BARRIER M BUILDING PAPER \\ CONSTRUCTION LL11ATHIVIt REa6TIVE UEATHER RESISTIVE Il'i NAT CHANNEL i' THICK, 3 COAT CEMENT BARIwiR M BARRIER 02 WIV TYPE 'X' DRYWALL PLASTER IWATHER�CR b' GAF. TOP OF WEEP SCREED ��,�/� b' GAF \ TO SHEATHING BEHIND WEEP SCREED PLASTER 3 �T'�'"'�^'- PEEL . 6T Groin WOOD SHEATHNG RIES `� 4' POSITIVE DRAIN FULL ' 'L' FLASHING METAL LAT FULLY EMBEDDED xsae ar-scvr� 1441 N. RONALD REAGAN BLVD. -- WOOD 6HEATHIn IN ROOF CET7E71t WRB LAYER M, i `� I lf' X 3' 26 GA GALV. LOPH: 407-774-6078 STUCCO WRAP / - •� METAL DRIP EDGE FAX: 407-7744078 THICK, 3 GOAT CEMENT �` SET IN FULL DED OF �` �ROO •6 SEALANT R AAA 0003325 c PLAICE. EXTERIOR GRADE SEALANT, MN AM66-WFJC-�8m 6' SELF-ADNEREING DRY WALL _ .t SPACE FROM DRIP ` FLAS14NG WRAPPED FACE TO TREX UIEAT14EM RESISTIVE DRAFTING BY: i • TOP OF WEEP 6CI�ED �' TICK 3 COAT W IENT VINYL SIN CAG LEAD BARRIER M TO 6HEATNING BELOW i AOT� _--� �_ WEATHER RESISTIVE A.B. DESIGN GROUP URB LAYER M, WATER PROOFING let ` BARRIER Mt DRAFTING INC. i x` \ STUCCO WRAP fSF10WN FOR CLARPIG4110N OPOF �L �W2 �m LAYER (2 LAYER PEEL '�' EXTERIOR COLUMN .. ,. 1 SEPARATE R CLAWFICA ONLY) N STICK) . COLUMN 6NEATNING LEGEND 6436 6FASUITE W80ET CENTER BLVD. -.N 1` I TAMPA, FLORIDA 33634 i WRB LAYER 4, FORTIFIBER BUILDING PAPER PEEL 4 STICK 6• SAF. PN:813S88.2628 I)Vx3' •L' PLASHING DRAINAGE PLANE (WRB FAX:613�6s-26o2 FULLY EMBEDDED IN SUB F„OORmmN 6 go 6EI-P-ADHEREING ® ;� ROOF CEMENT LAYER 01, STUCCO WRAP) WRB LAYER M, R WRAPPED I K' X 3' 26 G.A. GALV. titSTUCCO WRAP -e i • CORNER OF CANTILEVER METAL DRIP EDGE _ _ , _ _ o `.},' POSITIVE DRAIN WRB LAYER "2 (FORTIFIBER AMICO AM6i-W9UC-,� I Yz"; �CEp -�aD ANTILEVER DRIP 7,tt:.-F •r•oR 6MI�ATEo �;LANT'jr �,o of BUILDING PAPER) CUSTOM cABNG BEAD --- 0 REX) FILLER US SPACE FROM DRIP Vy EDGE FACE TO TREX '- OR SEALANT VONYL CASING DEAD METAL LATH x—x—x—x o NO GAP N FIELDKER ROD. WATER PROOFING btISHIOUN PORCLARIFICATION OR 3' X 3' 26 GA GALV. D W LAYER l2 LAYER PEEL N SEPARATE ACCESSORIES ONLY) PINION LAYER (2 LAYER METAL DRIP EDGE 3/4 RESILIENT STICK) WRAPPED PROM STUCCO PEEL N STIM GET N RILL BED OF HAT CHANNEL BALCONY DECK TO . CASING BEAD — N VINYL CASING BEAD 6 WALANT,V MIN. CANTILEVER WOOD OR -7/16" ZIP WALL DTL. ® CANT. STICK •DRIP SPACE FIRM I DRIP FACE TO TREX P THICK 3 COAT CEMENT 1�A I v2•.r-®• � TO PLASTER SHEATHING SCALE. s� BID' TYPE 'X' DRYWALL METAL LATH WV/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Yi GAP FOR BACKER FINISH NOTE: Ih-A IYi P.T. OR On LATED ROD N SEALANT j' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN METAL LATH: LATH TO BE PER SECTION C CONTINUOUS FILLER VINYL CASING DEAD PLASTER �sEP °'rPaED WATER PROOFING lot WEATHER RE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF R"103.1,1 / ASTM C - 54'1- 09, MIN. 2.5 L BS. LAYER (2 LAYER PEEL p BARRIER M VINYL CAGING READ SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL BBALL WRAPPED FRROM BARRIER RESISTIVE 9 ALCONY DECK TO CANTILEVER' DA1°�'E'R' BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) 6•FUEL 4STICK aMEI'MRANE,11 EDGE INSTALLATION ® COLUMN DRIP EDGE TO DECK Sue EDGEoven DRIP (W/"L" FLASHING) WOOD CONSTRUCTIONma—MI®_ 3' X 3. 26 GA. eALV. SCALE: NTS WOOD SHEATHING METAL DRIP EDGE SET IN PULL BED OF WEATHER RESISTIVE I h-A 11i P.T. OR 61M LA 8EALANT, V MN ' BARRIER M WOOD (TREX) FILLER SPACE PRIM DRIP WRB LAYER M, 3/4 RESILIENT WEATHER RESISTIVE CONTINUOUS FACE TO TREX STUCCO WRAP / HAT CHANNEL BARRIER Mt X' GAP POR VINYLCASING BEAD 2x FRAMING MEMBER ; WOOD SHEATHING-4 ROD 4 SEALANT WATER PROOFING bt i' THICK, 3 COAT CEMENT VINYL CAB WJG GARB - FINISH LAYER (2 LAYER STICK) R(22 LAYEREPPEOM N PLASTER WRB LAYER I'2, FORTIFISER i' THICK, 3 COAT CEMENT PEEL N RESILIENT 3/4 RESILIENT BALWRAPPED DECK TO 2 Imo. BUILDING PAPER ; PLASTER HAT CHANNEL CANTILEVER FASTENED TO SHEATHING :. I WRB LAYER "I, �' TICK 3 COAT CEMENT y.;.•;..» ; a: .. • T' O.G. MAX. ,i 5/8' TYPE 'X' DRYWALL METAL LATHPLASTERi STUCCO WRAP UUREXTURED N PANTED C METAL LATH + " ; FINISH WOOD SHEATHING METAL LATH BVHDIV. 1e LOT'. 6/8' TYPE •A' DRYWALL WOOD BH RESISTIVE 't' WRB LAYER M, THICK, 3 COAT CEMENT SILVERADO J' THICK 3 COAT CEMENT (2) 2x12 HEADER IWTEXTURED t PAINTED BANNER RE616TIVE 'S' P WRB LAYER 62, FORTIFIBER PLASTER PINI6I WEATHMIMREINSTIVE StuCCOUARAP PLASTER " ;: ; BUILDING PAPER LOT ##2 i• TICK 3 COAT cerew BARRIER a WOOD BHEATHW. 4' POSITIVE DRAIN PLASTER 4' POSITIVE DRAIN ,•SELF -ADHERING ; METAL LATH BLK #14 VINYL CORNER DEAD ,a-eP p�.��D VINYL CORNER BEAD DEEP ,CREED METAL LATH FLASHING 0 . PROJECT* _I THICK 3 COAT CEMENT VINYL CAGING DEAD NO GAP N FIELD I FOR CLARIFICATION OF BUILURSDING PAPER rMIBER I (EEWWFFOORR D PLASTER 03719.000-02141 (SHOWN FOR ARIFICATION OF SEPARATE ACCE66ORE6 ONLY) �I CLARITY) 1AODELe CL SEPARATE ACCE66MES ONLY) BALCONY DRIP ORNER BEAD ® FRAME DRIP CAP — DESTIN 11D DRIP EDGE 11 EDGE INSTALLATION 14A I GARAGIC OWING: RIGHT O INSTALLATION PAGE: WINDOW FLANGE WALL WRB L ER M, ASSEMBLY WOOD coPreTRucrcoN STt)ccg WRAP z 1/2'il�\ DETAILS SAFER RESISTIVE 01 CORNER BEAD WRB LAYER 4, FORTIFIBER WEATHER RESISTIVE (FASTENER < SPACIW-z ® l' O.C.) BUILDING PAPER S ITE T. BARRIER 02 METAL LATH VINYL CASING DEAD �' THICK, 3 COAT CEMENT " PLASTER �' THICK, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER uIREXTURED PANTED WOOD SHEATHING ,'SELF -ADHERING FINISH J' THICK 3 COAT CEMENT WEADER45EAM GMU FLASHING PLASTER 1/2' THICK, 2 COAT CEMENT VINYL CORNER BEAD VINYL CORP_ 4' PLASTER APPLIED DRIP CAP POSITIVE DRAM ' xmEp SCREED DIRECTLY TO MASONRYmDrr VINYL CASING BEAD NO GAP N FIELD WINDOW FLANGE DA06/11/20 16HOWN FOR CLARIFICATION OF EICALE: SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD ® BLOCK 15 B CASING BEAD ® WINDOW • NO BAND »z'�r 11 FRAME RIP EDGE INSTALLATION ) WA3 48'-0" 15'-6" 15'-4' 17'-2" 4'-6" 9'-8" 1'-4' 5'-0" 7'-10" 4'-4" 3'-6" 4 " t.- SLAB A . ------------------- TE-1 1111-1 . ----- ----------'t FM-18X18 I- ------ ----- FM-18X18 —Il.lar.--, 13 1 I 1 ii I I I 1 I ii I I I 4" CONC. SLAB I I I �I I 1 I it I I 1.1 m i I I I i 4" PVC CHASEi 9' 2' 3' 1' I -31/2" I I I I E1111MILU. r"— II 13-2" FM-16X18 I 1 � � L TE_1 , EXTEND ii I SLAB 11/2" ii I I ii I I� ii I -31/2+ IF 11 I I 2-5" 10'-9" J FTE1 12 II 1 I a I ii ii i i I I I 1 I ii 11 i o r r I 0'-0" FIN. l 1 ?E FIN. CONC. SLAB I 1" PVC CHASE n I FOR ELEC. ISLAND ii if o I u Ir ii i i I I I el i� 1.1 34'-10" i I 13'-2" m 11 II I I I I 19'-8' l7 2'-8" 5'-8" -- ----� I----------- --- r ---- ----- I 1/2" 4$r3 EXTEND I SLAB 1 1/2' N I I O I I I I ;? I uI 5 I I I 24,4, 3-4.1 I � I 2 EXTEND IIIII1I SLAB 818 "6" uimAJ IIIIII1 bmtF ^X 1. coj 5yr11 4.1 FM16X8 M-61 X8 FM-16X18L— 4 4 3'-2" Y-10" 6'-4" '-4" 6'4" 18'-0' 13'4" 28'-4" 48'-0" /-4" CONC. SLAB o a 4 m *1111111I]lI.7_tilo].I.%111*' 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-0". 3. COLUMN AND FOOTING CENTERLINES. SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.GINDICATED #5 BAR, GINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Fm = 1,500 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 4 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6tt1 EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x8 W 1.44NI A OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 1S" CONTINUOUS 18" - (2);ff - (+p'-0" FMC-16x18 IG, CONTINUOUS 18" - e #51N CUR VARIES F-24x24 24" 24" 12" () #5'e ) vbs _ (+)0"-0" TE-1 8" SEE PLAN 8" - s -)0'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" t16. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-774.4078 www.abd"figmup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488.2628 FAX: 8134W2802 30" MIN. EACH WAY MONOLITHIC FOOTING Z. t. ♦ p STEREINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND r•EL p 0- SPACING REQUIREMENTS 0 T SPACING REQUIREMENTS I - v- C w w U vl .. r` v /��c GARAGE DOOR RECESS O FMC yr Z S'CMU WALL O 8"CMUWALL CORNER BARS, SAME SIZE AS BAR LuWO2 W = IN FOUNDATION WITH 30"LEG EACH Of SLAB WAY AT ALL CHANGES IN DIRECTIONSTOP SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS L CURB FOR PORCH SLAB SLAB SCHEDULE SIMBAR 4" CHAMFER (2-STORY) • - SEE SLAB SCHEDULECONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MSEE (/ - UNITS SET NITS SEBAR AT ELEV: b"0,-0"JOINT Wi l WI1l2" ISOLATION (WHERE a �,a 6' CHAMFER (2-STORY) p4 EXT. PORCH SLAB W/i/2"ISOLATION I 4' CHAMFER (1•STORY) 1 . 6" CHAMFER (2-STORY)APPLICABLE) i SEE SCHEDULE JOINT (WHERE APPLICABLE) i e'' 1 a EE SCHEDULE 4' ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZERANSITIONS DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Qe.2 TO 3, PROVIDE 2 BARS), UNO ,/�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 314"=V-0" 2 @ GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 314"=1'-0" SCALE: 3//^=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL Wl 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4•' O/C BTM. HEIGHT VERIFY HEIEI NAILS, 2-ROWS, 4•' O/C STM. HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w 0 a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S N NEW REINF. BAR O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1 *XW WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT' PLATE TO 2" CAPPED 0. EPDXY. MIN. EMBED PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 18" OC SLAB W/10d MASONRY GALVANIZED PIPE -� 8", UNO SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL W/FLANGE @ BASE G FOLLOW ALL MANF. C SPECIFICATIONS FOR BTM AND TOP PLATE CONNECTORS NOT `o y = USE AND ANCHORS W/ tOd z 1 1/2" COMMON NAILS FILL ALL REQUIRED WHEN NO m a ,„ PREPARATION OF y HOLES, DO NOT USE 10d w w UPLIFT IS PRESENT. C�'Ic HOLE. Z a:x 3" C SEE SLAB SCHEDULE W SEE SLAB SCHEDULE SECURE FLANGE TO Q G SLAB W/(4)1/4" X 2 1/4" p O' +- p-p• .• 0 0" TAPCONS QQ- TOP OF SLAB _� ... TOP OF SLAB-r•�._ •. 4" CHAMFER(1STORY) °�-• �- + ,=° _r•-<-a 6" CHAMFER (2-STORY) - EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION BDALE:34"=,-0 (W/UPLIFT) B 6QALE:34"=,-°" (NO UPLIFT) 5 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ ISd COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i WALL Wl SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL C 16" O/C STAGGERED. m U ADDITIONAL METAL CONNECTORS NOT v a. REQUIRED WHEN 0.' 0)) UPLIFT IS PRESENT.T. O i 8" CMU WALL • • POURED LINTEL CONT. (TYR) 8" CMU FILLED CELL (TYP.) •: e` B' VARIER B' 9' 3' - TOP OF SLAB ('FAND SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0' TOP OF SLAB - a • i [yam•--ZZ# SEE SLAB SCHEDULE • 1/2" DIA. SIMPSON STB2 BOLTS 5 MINIMUM EMBEDMENT INTO �pL • C. "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND Ie' O.C. VERTICALLY MAX E � POURED MONOLITHICALLY WITH + T -FOUNDATION AND SLAB SEE SCHEDULE " 4 - nlsoa+r. :n = FOR WxD, BAR SIZE T .EDULE BAR SIZE AND BAR QUANTITY UANTITY SHOWER RECESS FOOTER INTFOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 12 '�-. G_)ERIOR 6CALE:3l4=,-0" NO UPLIFT ( ) 10 FOOTING AND COL. PAD �� BLOCK WALL CONNECTION SCALE: 1"=1' o" SCALE: 3/4"=1'-0" j j SCALE: 314'=1'-0' t1.C. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774.4078 www.abdesigagroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813688.2828 FAX: 813-SM2802 1 06/11720 8CALM 1/4"=1'-O" NHEEr St. 13'-2" 101-8" 4'-10" 6.4" Y LLQ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeefgagroup.00m AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 06.2628 FAX: 815886-2802 O v *g • evsa:v. ae LOT SILVERADO LOT #2 BLK #14 PALM- DOWEL PLAN 18CALM: 1 /4"=l'—O" DOWEL PLAN SCALE: 1/4" = V-O" s1.2 TIE VERTICAL RESAR c TO HORIZONTAL Z REBAR W/ 10" HOOK i .. GROUTED BOND BEAM VARIES PER ELEV. Z � a O CLEAN OUT REQUIRED FOR INSPECTION a m -II III0`0 FIN. FLR. .0 TIE RTICAL REBAR TO HORIZONTAL '.a.< REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. z W #3 �O #4 ro U #5 aO" #6 #7 HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=V-0" OFFSET METHOD CONTINUOUS BAR3IZE a36AR0w. METHOD 1 #4 1za" HORIZONTALNERTICAL i #6 30" REINFORCING #6 38" 2 #7 1 az" SCALE: 3/4"=1'-0" E ■ il CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS N I T 1 6 T 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdoslgfgroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488-2828 FAX: 813-SM2802 I =I BUDDIV. ae LOT: SILVERADO LOT #2 BLK #14 PROJECT# 03719.000- 02141 > ODEl, PAGE: DETAILS It I A111 Ir DXFj' 06/11/20 MICAUM skim= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. 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 @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SDEC0PaT10N REMARK tQ (2) 2XI2 GENERAL NOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 6th EDITION, 2017 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 6th EDITION, 2017 BUILDING, SECTIONS 1901.2 & 2107, 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318.14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI 530-13 & ACI 530.1-13) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PS1. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE 'PRISM TEST METHOD' WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4A SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE 6TH EDITION, 2017 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 6TH EDITION, 2017 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 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'-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL, 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT eB SAFE TOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUB WON- sna I �� PJ4w m:mm saga TYPE BUS RCAIII TYPE LENGTH eta1T own s1sIT 3nsn WIG -IT ~ MWIT 3Fn3T a,>a4IT ets"6T saFIT west I INWIT Nun r7mLENGTH 74P' (al PRECAST 2231 7W On PRECAST I= 1024 1669 7d' N2') PRECAST I= sw 3w, 4m eo ww IM Mw 3aw 31114 43w m ww toot 4'4' On PRECAST 1866 P4" (46') PRECAST 766 M 1300 94' On PRECAST an aw UW6 MO 46M ww eon an L06 = MG Gm on Rd" (54-) PRECAST 166e 4'd' (54") PRECAST 602 6e1 1073 4%C (54') PRECAST tso 2W anT 3oe 40M HI 4 wn G0T 2040 ao m 4046 4711 we IPW (64-) PRECAST 1217 Si' (641 PRECAST 411 411 745 B4' (641 PRECAST MM 171 am a3w ww sm 46112 on 1715 MI awe ww 3101 40M 8.10' (701) PRECAST 1082 a-1W MPRECAST 340 330 ale 6L10' (M PRECAST 9011 1 sale wo 3w6 41w Ma 18117 1 70110 M 3107 1 3aM 4133 74' (76') PRECAST we ad 0'69 PRECAST W7 721 400 7d' (78') PRECAST ew , sew sm aH 2. IN UP fwe wM 2130 7361 M2 Td (9D') PRECAST 749 T4' (ea) PRECAST 424 634 3e3 74' (S0") PRECAST t t awl me m Im Im m aae a17 sm 74' (112") PRECAST 664 74' (112") PRECAST 3211 512 2110 W-C 012) PRECAST 'I""u74 tw Ito weo en m 13M lea ,3M 1w4 M/e lad' (126� PRECAST 476 1a4" (12n PRECAST 254 401 100 1a4' (12n PRECAST ew ve 6n eM 11w ,M, , , wo nw Ion Ixe Sow awe 11'd' (13r) PRECAST 982 11'-P (131M PRECAST 2e0 462 164 11'4' (186� PRECAST 474 Ow I3o tan 1 161 17w 4" eo t 1313 MM uR 2W 12'4' (1447 PRECAST 337 12'4' (144') PRECAST 244 402 137 12'4` (144-) PRECAST 470 4w 7x It 1381. 1116 470 m W few 1 ilia. ao0 13W (10T) PRECAST 20 17-C (10n PRECAST 217 324 110 17i" (ion PRECAST OftGIN 331 eo 7w IN t MM 4w 4M 7w 1/0 wt 1 UP 14'-0' (te8) PRECAST 279 14'-0' (1eB") PRECAST 208 20.i 100 14'-0' (10e� PRECAST ~ 1II0 4M 4f0 717 10w t ion. Im 14'4' (f76") PRE81 N.R . 14'4' {176') PRE N.R 284 S1 14'4' (176') PRESI I16 316 ® els M 1 , Im ,734 1" (I8P) PRESTR�SED RR li iaa' (1841 PRIMITIVISM N.R. 26e e8 ISW (I641 PRESTRESSED aw no w3 m 4w we m m m I w, tea 1T4' (366'j PgF31RE98® N.R. 1T4' PM PRE81 N.R 1S4 64 1T4' PM PRESTRESSED Ia ,w M. m 406 m W TM 0M 1 70 uH 03 f4n 11TW (282') P N.R. 774 Mn PgE8TRE m N.R 1, 62 174. Rm PRE Mt iM n0 aw14m]4N. as 4a 6M M1 sw 1 May tao21'-C (2669 PSESiP�D RR 21'd" Mn P N.R. 125 42 214' Wn PR�IRE88FD aw 4M m ew 3M eww ,on 22'4' RM PRES7 N.R. 224" 050 P N.R 116 40 22'4' R641 PR68TI�SED to to m 4waMwoto m m eM2Y4' (268") PRESTRESS® N.R 24'4" (2 n PRESTRESSED HAL S1 33 2V4' Wn P 121 tw 1n 3w 40 3w 4w m w71M I _ M0 410 0 4 ew - IGO 123 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. • ALLVALUES TAKEN FROM `SAFE LOAD TABLES' IVY CASTCRETE MAY 2015 EDITION . PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4' OF BEARING PAST EACH 810E OF WINDOW OPENING om0000x xoxomxo® xoxmxoxt�xoxoxv oomomom om00000 x»xn�x�r!omm x©x�xoxoxoxoxv x©xo©QA�w� x�x�x®xOxE�xOxE.� ®oxox�x�!xt�x�r_+ x�xElTi7x0x0x0x0xv 0x>,�axvoxoxax( xmm00000 xox�xoxoxox�xv Om�00li�!Q' oo®o©mop OmmOm�1@11 xO xOx�x�xOx�xO''. xoomx�omo xOxx�c x�xF�lxEu7xOx0 x�xomm000 xoxoxoxox�xoxv m000mmo xOxx�xOx�x�xOxO xoxox�x�x�mxv xx' xx�' xx7xx' xx�- xx .�xx� oomoomo xx� xx� xxa xx� xxa xx� xx� ®xmx�x�xnom xx� xxa xxa xx7 xx7 xx7 xx� xvoxx�mxooxv xv xx� xx� xx� xx� xx� xx� 000mmm� xx..:�xx�� xx�� xx�xx� xx�xx� mxoxoxv®oo xx7 xx7 xxa xxa xx.c'7 xx� xx7 xxnxx�xnxx�xox�m xx� xx� xx� xx� xx� xx� xx� LIFT BEAM PLAN SCALE: 1/4' = 1'-0" 6 I xcx r c • Groin 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.s6deslgt,group.eom AA#:0009326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BFAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 93834 PH: 819488.2828 FAX:813b8&2802 SILVERADO LOT #2 BILK #14 LIFT BEAM PLANISCAM np�' 08/11/20 ax>.xrr s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10" HOOK 30" TYPICAL BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR8"Xe" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D i#5 2: IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. TG\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT, OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"Ale, Tp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL l 9__� 1#5 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE THE LINTEL. --to 80 NOFCOMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 / �$' �f��" SO DBL. BOND TOP OF BOND BEAM •Q� 0 EACH COURSE G 8x8 BOND BEAM 70P OF BEAM W/ (1) #5 :.0-120-1--ENINA. • �Ga\� W/ (1) 06 BAR .4 BOND BEAM F = FILLED W/ GROUT IO U =UNFILLED GROUT SOLID FROM .jd\0 NOMINAL LINTEL TO TOP OF BOND WIDTH# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.#5 13EEAAM COURSE SEENOTE 5 A\� F.O 16-1 T/ 1 B 8x8 PRE -CAST CONCRETE $ (DEL LINTELWI (1) #5 BAR (L2) NOMINAL—�� LENGTH OF BAR= WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP 9 BOND BEAM COURSE ORE"'"G-2" BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT OR THAT XFXX - 1T/1MIOB INDICATES A DOUBLE BOND BEAM # OF #VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" AN O XFXX-lT/OMOB INDICATES A SINGLE BOND SEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li)REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - iT/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED OP LINTEL OF OPENING AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM TXAPCON OR DRIVEPIN(MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT ASSHOWN 2x8 (MIN 2X3)2.3116 TAPCON °31w.r, PRE -CAST .4 OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8- SLOPE FROM EACH ENO AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT Q 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE.3-MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO 8E PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16" UPPER AND LOWER #5 MIN. REQUIRED IN IV, O. I 1-1MIN. 2-12d PER BLK. EA. END EMBEDMENT VCMUWALL BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM WI OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 - ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11/za=r-0" 5 scALE: 3/<=1-0 3 SCALE: 314"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I > I — I SINGLE #5 CORNER N BAR, 3040 TURNED UP t1 O I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I I) II II U 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. �U CHANGE IN ELEVATION OF BOND BEAM LINTEL, MULTIPLE OPENINGS SCALE: 314"=1'-0' (DISILNGLE AR0 Fc Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX 407-7744078 www.abdaggngroup.com AA#:0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134BB64628 FAX: 813 BBB-2802 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }" NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Dd x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER IX2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS, 1X2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAwALLJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 A 1 B 1 C TYPICAL TRUSS/ SCALE 314*=70 ss GIRDER CONNECTOR(S) ow LMMKOX 7NCNIp6 4500 3/4" WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)12" WOOD PANELS 90 2. LUMBER 3/4" T 8 G SUBFLOCR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 6/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BO. r,__'�I-JOIST CONNECTION @ L.B.W. � SCALE:3/4"=V-9' (NO UPLIFT) OUTER 113 ( SPAN ONLY PLATE DEPTH IWO —HOLE EDGE -5/8" —HOLE DIAMETER < 2/5"D SGL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" EDGE -518" HOLE DIAMETER < 3/5"D DBL. STUD ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x i }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALLJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAYBE ADDED W/ IOd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. X.—A41) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) k x 5" TITEN HD TO CMU AND (12) SDS }" x 2 7J" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) } x 5" TITEN HD TO CMU AND (18) SOS }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECUREDW/I 16d (2) j' x 5"1ITEN HD TO CMU AND (18) SOB }" x 3" GALV. COMMON NAILS. W SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) LSTAI220 GAUGE W/ 10dxl/2 HOG COMMON NAILS. @ EACH END TOTAL OF 10 8Bi68 DACI® S= 1IN70E38 4500 3/4" WOOD PANELS 6000 (2)12' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (IS) 16d x 2-iM" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVLNVOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)1Ed 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)1 Sd GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LES, U < 1810 LBS W/ (4) 314"" SIMPSON TITEN BOLT/JSOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 1Sd GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 WI1010d 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 POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR lllf� SCALE: 3/4"=V-T 6 EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE EFRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O 512" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE Ell El PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY oa 'g CLOSER THAN 6" O/C. S. IN LIEU OF HILTI PAPS SIMPSON TITEN IM" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE VEDGESPACING CENTRALOPACNG A DOUBLE 2x8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2xl0 12" 8" O/C 16" O/C D DOUBLE 2X10 3/4" B" O/C ". O/C E DOUBLE 2x10 3/4" S' O/C 16" O/C F DOUBLE 2xl2 314" 6" O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 01-0" TO 30'4" (1) "X" BRACE 30-1" TO 60'-0 (3) "X" BRACE (1)'X' BRACE @ CENTER (2)'X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-U' O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT, PLATE TO BLK W/ 1/2" DIA, ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2)1 Od's 0 EACH TRUSS TO BE INSTALLED @j 10'-0" O.C. MAX. %1 BLOCK WALL W/ GABLE END ' PRE-ENG1D TRUSS SCALE:3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. V) SALLERNATE MATERIALS SCALE: 3/4"=V-0" LLC. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abd"gngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134M-2628 FAX: 813S8&2802 FLOOR DECK 'ElCENTERLINE 2x6 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY IV-X BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: W4"=V-0" SIMPSON H6 WI (8)Sd COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH ENO EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4ISPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ iOd x 1 GIRDERTRUSS 12"HDG NAILS WALL / FLOOR FRAMING, ��TRUSS PARALLEL TO WALL SCALE: 3l4"=1'-0" DBTRUSSES B 10d G ETWN O EEST PLY INTO LEDGER AND 10d 6 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW B" CMU WALL REINF PER PLAN PER NATION U) 0- PER ATION iX2 FIRE -STOP 1�4- qN #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF OFF 2x6; NI 3/4' AS SHOWN SIMPSON A23 EA. TRUSS q". NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3/4"=V-(r #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI ASSHOWN 'M DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN 5-12" EMBED. FLOOR DECK R A ION IIyI��• 7MF- Zp�ZZQ NABJ40 PATTERN PER -ION m PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE MAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V0 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO EDGER AND 10d 0 3" O.C. #8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG (G 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ 4 16d () STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) 12d V4" MIN. FROM 2ND. FLR. FLOOR DECK NAILS 0 EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU WI 1l2" EXP. BOLT NI Sd RING SHANK NAILS 0 4" O.C. MAX OF FLOOR TRUSS (S 8" CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING . 2 L SHEATHING NAILER) END W/ MIN 5-12" EMBED.IL 16d NAILS @ 8" O.C. MAX iX2 FIRE -STOP PER ELEVATION L FLOOR DEC C A PER ELEVATION PER ELEVATION - F O fN NAILING PATTERN O �QU= PER ELEVATION N m PER ELEVATION PERELEVATION 2x4 P.T. CEILING 2q" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER WI FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN a,2 G.D. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-i6 REPAIR DETAIL IF BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16G W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE:3l4"=l'-0" PRE-ENG FLOOR TRUSSES 6 SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-W O.C. (AT PRE€NG'D WOOD BEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. A�l NOT SHOWN FOR CLARITY) MAX PER L ON J4 FOR STRAPPING O c•, VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK . W/ TRUSS PLAN TRUSS TO TOP PLATE 5l8" GYPSUM BOARD OR 12" HIGH W/ 12" DIA. ANCHOR BOLT W/2"�"` • .j A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14) iOd SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY V' MIN. GALV. NAILS. 1Sd TOENAILS SLAB. SEE EMBED, AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS WI (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL WI SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE 08L. TOP PLATE o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BO. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ ZZ CONT. 20 SECURED W/ (2) 10d's EACH FILL ALL HOLES, DO NOT USE tOdx3" 12"x9" WEDGE ANCHOR Wl2" WASHER SET IN HIGH STRENGTH E POST CONNECTIONS TRUSS TO BE INSTALLED@10'-0-O.C. MAX. EPDXY $RISE° EMBED. MIN. 16"GT �TRUSVWOOD 10a 10b GABLE END BRACING W/ PRE-ENG OC MAX. SCALE: 3/4"=V-0" 0 8 GABLE TRUSS @ CMU WALL TRUIBBTOPOST CONNECTION SCALE: 3 4"=1'-0" a•.4 :. ': A - SIMPSON MTS-12 U < 990 LBS W/ (14)1 Od 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/ (16) 1/4"x3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10)1/4" X 2 1l2" SDS TO POST TRUSS CONNECTION @ L.B.W. 9a gb POSTTO MAO CONNECTION SCALE: 3/4"=l'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,9W G5,660 WI 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 WI 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST. ErI T R B • u! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesi"oup.com AA #: 0003325 44 DRAFTING Bj A.B. DESIGN G DRAFTING I 5439 BEAUMONT CENSUITE 1004 TAMPA, FLORIDA PH: 6134MS-2FAX: 8134MG-2 dwLE-ENO Ab Hn•Raof ll'--AI ROOF WIND DESIGN PRESSURES NET(GROSS) ASC97-TT- ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.67) ZONE 3 = 61.06 PSF (71.06) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT � 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ENO. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NPUL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK 21/2" 0.120 170000 RING SCREW SHANK 16-2I RINGS R NCH) Sd SCREW SHANK 21/2' Q120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. V J_Q ZW Z UJ Y� lU O z Io 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES L r. . . . . . . . . . . J a QI ' J 2 n w zCD 0 =) C.D W Y a = U � O z `v z_ Fe J - J a z Zw. N O 2v w F u1 M 0 2 S LU z a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END.�\\ RAFTER TRUSS \\ ROOF SHEATHING � OMMMML 11 U BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 111 12" O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6wIN FIELD J\ GENERAL" NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXIMUM AGGREGATE SIZE BHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE B%AIR ENTFWNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES CONCRETE ARE TO BE CHAMFERED Ur ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6th EDITION OF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC.. SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF P PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 31AB.5-0NGROUND WHERE INDICATED ON RRIADHESIVETAPE. ELASTICITY-1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS, SEAMS LAPPED B INCHES AND SEARED PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THANIN OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6M EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.OEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al66, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOW TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPINJTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 P9f AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -IbrvmOoumnt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" 06 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -nDn-m .nrt 05 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 Psf TOP CHORD p 7 CHORD (1 a / 17 paf ASPHALT SHINGLES} No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 B 5 p TM CHORD 5 at STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pM D MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED 70 THE AND DECKS: 40pe, GUARDS AND HANDRAILS: 200pst, GUARD IN -FILL COMPONENTS: 50pst, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOM$: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5RMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY' -UP MASONRY WALLS TO BOTTOM OF 71E BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MO SHALL HAVE A MAXIMUM 3/8" 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: "S' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Ps1, FOOTING TYPE'M' OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID 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 ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RESAR 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:SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 38 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A -SW, GRADE B, Fy = 46 "1. STRUCTURAL PIPE SHALL BE ASTWO, GRADE B. TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAS-ON-GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESWYL4, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE M0( PRIM TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F.I. PRIOR TOTHE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, 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 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE USA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS: A B FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS) 6 FOR CONCRETE EXPOSED TO EARTH ANDpRWEATHER 1-1/Y FOR HAND SMALLER 2' FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER NIT FOR SLABS, WALLS AND JOISTS 1-1d" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION - TYPE ISPACMO REMAFKS APPLIGT- 312E TYPE 9PALING REIMPoB 14 PT FURRING TO +19E HARM-00IL E. GNUOE ODOR BUCK 111'DIA. TAPCON MY90MtY B, d,C It?EMBED.,.1"END DA9i., MASDNRYICONC, NAIL 11?LONG. To MASONRY/CDNC. NO WA9HEA fA9TENER 11?EDGE DIRT. 9GD, AL. Exi.D00R9 G9E HARDENEDCO0. 9•dL WNDOMpD01LFASTENFO GRAGEWORBUCK 11DKw EXPAN9bN BOLT 21'OlG lEMBED.A'E-D19T.. tx PT, SEE NDTEB NAIL 11?LONG. STAGGERED INTOMASONRYICONC. To MASONRYxxIfIC. WASHER EDGEDW. Wurovw BUG -HARDEWDCOx e•dc wINWWAxxxa FASTENED mT,N. sTMP To CONTACT THIS ENGINEER FOR SPACING 1x PT. SEE NDTEE NAIL 11?LONG. STAGGERED WTo MABONRYxbNC. MASONRY/GCMG. REQUIREMENTS EM. 9MNGDOOR (2)L .. 'TAPCOH 11?-ID. 9•- Nd4BEARWG WOOD Z ExPAN9KlN 1'EMBED.PEND BUCK2xPT, BEE NOISE ND WASHER FA9TNER 17 CK DI9T„11?EDGE DI9T. WALL To CONC.9UB WIWA.M BOLT 2Y dC DIST., 7 EDGE DMT, h PfWwDOW BUCK OIW PAF x214' I 1'ENO, p19T.,11? PT TO STEEL CA.. SFE WI WASHER STAGGEIEO EDGE DI9 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 NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. ARCNI Tl6T! 6 GrouoL� 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA 8: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813N986-282$ FAX: 8134886.2802 SILVERADO LOT #2 BLK #14 DETAILS 1 SCA=: 1/4"=i'-O" sliS>eIT SN1 1 1 YH. J/4" I8(i bl.) - UVK UtOKir4U ULUtU IU ALL tAH btU MtMCtK b .1