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.r a_ s..•:. R a STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR': DR HORTON DOMES 1430 CULVER DRIVE NE PALM BAY FL 3290'7 1�l fJ i 1^y f� 1'y32 TEL: (3/.�1) /lJ —/ll a72 FAX: (321) "r733-7972 STATE OF FLORIDA.. PROFESSIONAL ARCHITECT`. �,{ (''� //''�� 7��77'7j'��""�� �1 /� lV1Il,HAEL C. AlV 1l1�RS0N - AR NO. 17305 A.B. DESIGN GROUP, LLQ „ 2194 HWY AIA, SUITE 301, �7 �+7 'ry 7�7 HARBOUR INDIAlY liAll�.000 BEAly P1,1 �! Tel`. (321) 802-3591 DESIGN CRITERIA: UM BUZDW'' CODE, R,ESID SM Enrriox oi� �Y �A /MTpp r*ALULAL VOLES tv1�AT pry *OCCUPANCY — RESIDENTIAL, GROUP R3 eCONSTRICTION TYPE — VB •MIN. INTERIOR FINISH — CLASS B *BASIC WIND SPEED � Vult=160- MPH '� va5 ='1 R'i4 MPH ,-. i T�,yy� • EXPOSURE - C • 1—STORY RESIDENCE — • 2—STORY RESIDENCE. _ MAX. HEIGHT AS: PER LOCAL AND STATE CODES (� (� ('� I. � S -AFT. VA_#U,. S Q' �._ IST FLR. LIVING. II�S,.¢.a ,T... 2ND FLR. LIVING 1501 SQ. FT. TOTAL LIVINGS 26275 SQ, FT. 431 $. FT, PORCH III", Sa, y.=.,F - COVERED LANAI F`fr. TOTAL 3I�5�JQ:"T. • ' AC, VOUIME - 22403. GI.I; FT. - y.. 1BY AG .4DJ ELT LIMP BD CI. CAB CLG CLR CONC.CONCRETE CPT CT. D. DBL. D.G. DIA. DIM. DISP UP. DR U.S.DOWNSPOUT DTL D W FA ELEV CQ EXT. F GH/FX F.G. FIN FUR. FLUOR. FR OR PTG.. GA GAR DISP.. G.F.I. ABBREVIATIONS_ AsoYE LAY. ADJUSTAITIGNiNG M.C. ADJUSTABLE M.G ALTERNATE MFR. AMPERAGE MIN. BOARD M.T. CENTER LINE MID. CABMT MTL. CEILING N.T.S. CLEAR O.C. PL CARPET P.B. CERAMIC TILE PH. DRYER PLT. DOUBLE PLVWD. DUAL GLA�ED PR. DIAMETER P.T. DIMENSION R: DISPOSAL RAD. DEEP R.A.G. DOOR REF. RM. DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.H. EQUAL SHT. EXHAUST G EXTERIOR SHWR. FIXED GLASS SIN. FUEL GAS SL. FINISH SL.GL. FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. LAVATORY LUMINOUS MEDICINE CABINET', MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIGER AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG' SHEET SHOWER SIMILAR SHEATHING SLIDING SLIDING CLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS' THICK TOP OF CURB TOP OF PLATE TOP OF SLAB DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS 06/18/IT 2-STORY CMU CONVERSION /� ..___ ._—_ 7-T ARCHITECTURAL SHEET DESCRIPTION � � P Cl—COVER SHEET // ` APPLIED COMMENTS FROM M. SEAY pG GN— GENERAL NOTES 15Ip SET ISSUED ADDED ELEv.'J' a 'K' WITH SIDING PER MARK 50WES P Al —FIRST FLOOR PLAN I; T BID SET RE -ISSUED _-_ I P AIA—FLOOR PLAN SECTIONS/DETAILS FOOTING: REVISIONS PER M. 50WES � P A2—SECOND FLOOR PLAN er .. ..•' ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL P, A3H—FRONT & REAR ELEVATIONS H `- DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO S13A P A4H—LEFT & RIGHT ELEVATIONS "H" -` P 3 El -FIRST FLOOR ELECTRICAL PLAN PLAN MAINTENANCE - - - y P 3 E2—SECOND FLOOR ELECTRICAL PLAN REVISED LINTEL SIZE AT FRONT ENTRY DOOR I P 1 Pi —FIRST FLOOR; PLUMBING PLAN ADDED ADDITIONAL RECEPTACLE IN GARAGE FIER WILL 5ATSON f� -- P1 P2—SECOND FLOOR PLUMBINGPLANPG WISED NVAC VOLUMES ON S(�T CALC SCHEDULE 1—FIRST FLOOR MECHANICAL .PLAN ' _.._.._..__ UPDATED LEDGER 5OLT SIZE 4 SPACING � P M2—SECOND FLOOR MECHANICAL PLAN ____ J' ::. f. , REVISED[ -JOIST LAYOUT P Dl—DETAILS ADDED LED LIGHTS TO KITCHEN t BATHROOMS PER'MARK 50WES � P D2—DETAILS LEDGER 5OL7 SPADING REVISED P DETAILS r'; - ' ADDED COCOA PLUMBING RISER r, PG WAl—WALL ASSEMBLY DETAILS _ -- -' PG WA2-WALL ASSEMBLY DETAILS ..;. ' -_ - _ ' — PG WA3—WALL ASSEMBLY DETAILS , ( Aftpy REVISED STAIRCASE AND SECTION pECONNECTORB PG WA6—WALL ASSE ETAI 1, ___ MPLY, D LS . l m ..._ I _. t pvA - - T P T T /'Y T T T P A. T-T E P ITI T'} LI q P R I T'] f'{I I /'\ T"r 12/15A1 01/15AS 02/13/18 02/2CAS ."1/10 .. m8n� 09 01/26'J19 02/26,15 03/2545 04/2549 04R5AS 04/26/19 06/19/19 06/21/19 09A3/19 II/15A9 05/IV20 DRAWING CONT'RACT.. REVIEW, BY.UILDR THE BUILDER ASSUMES ALL LIABILITY; FOR INTERPRETATION OF THE CONTRACT;I30CUMENTS. 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF, CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE :CONSTRITCTTON RA4F.n nN TT4P' TIRAWMt CF.T . GL. GLASS TYR GYP BD. GYPSUM BOARD U.N.O. H B HOSE BIB H.C. HOLLOW CORE V.P. UDR.HEADER W. HOT OR HT! HEIGHT W' INSUL. INSULATION WD. INT- INTERIOR WDW. W/`H ' W.I. TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON -- --- G S1-FOUNDATION N G SlAA—DETAILS G S1.2—FIRST FLOOR, ,DOWU PLAN G S1.2A—DETAILS G S2-FIRST LIFT, BEAM PLAN AND NOTES G S2.1A—DETAILS _ G S3—FIRST FLOOR.FRAMING PLAN G S3.1A—DETAILS < G S3.1B—DETAILS G S3.1C—DETAILS G S4—SECOND FLOOR DECTX PLAN G S4.2—SECOND FLOOR DOWEL PLAN G S5—SECOND LIFT BEAM PLAN AND NOTES G SB—ROOF FRAMING PLAN Reviewed for Code Compliance G SNl —DETAILS Un1V8fSc Engmeed09 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www,abdesigngrou p. com AA #: 0003325 W U W F 0. U W �l A a R C III .- .,. FLIQUID I AUG 2 6 2020 r a GENERAL NOTES SITE WORK TIMBER 1 ALL WORK DN DONE UNDER THIS CONTRACTHALL KIN COMPLIANCE _WWITH THE FL R:ID O A BUILDING CODE RESIDENTIAL F6 ( R) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (1F REQUIRED BY BUILDING DEPARTMENT . 1. Y,WITH PECIFICATIONS AND S N AS SP CIFII? ALL WOODS AND WOOD CONSTRUCTtQN SHALI:CTiMP4� S CODES S �, ,A, 6th EDITION, (2017) .ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDE M HEREIN: FBCR 6TH EDITION 2017 UNO. ( ) 2. REFER TO THE CIVIL DRAWINGSfAR LOGTI{JN AF BUILDING WORKING PAINTS, RAUGIi GR�4Dil#G, ON SITE UTILITIES, T R S RUCTI S. AN13 t5 MANUAL A. AMERIQAN INSTITUTE OF IMBE CON T ON (T ) SITE IMPROVEMENTS SITE RETAINING WALLS AND SPECIFIC GENERA NOTES: THE SOILS REPORT AND CIVIL I #. O B. NATIONAL FOREST`PRODUCTS ASSOCIATION: 2. W HERE BUILDING U ING LOCATIONS 0 S ARE DETERMINED TO B 11V WIND.- E BORNE DEBRIS REGIONS, ALL EXTERIOR. `: DRAWINGSSHRLL OVERRIDE CONFLICTSWtTH SITE.WORK NOTED HEREIN SEE LANDSCAPE DRAWINGS FOR FINAL , ' I NATIONAL DESIGN SPECIFICATIONS NDS FOR WOOD CONSTRUCTION .. ( ) BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE, PROTECTED AGAINST WINDBO NE DEBRIS R 5 BY FINISH GRADES, PLANTING AND IRRIGATkQN'. C. SOUTHERN PINE INSPECTION BUREAU E THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE L STANDARD GRADING RV FOR SOUTHERN PINELUMBER DESIGNED DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTERS SECTION R301.2.1.2. 3; ELEVATIONS SHOWN ON THE SITE DRIWlARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE . D. TRUSS PLATE INSTITUTE ARCHITECT (:.NATIONAL DESIGNSTANDARDS FOR LIGHT METAL PLATE.CONNECTED WOOD,TRUSSS TPJ 1-2D14), ( 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA-THE ENGINEERED WOOD ASSOCIATION:' �,, 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 /z THE HORIZONTAL [.ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAfV WOOD PRDSERVERS;ASSOC[ATfQNSTANDRRDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THEFOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 2. ALL LUMBER EXPOSED T WEATHER, OR AGAINST SOIL,, CONCRETE OR MASONRY MUSTBE PRESSURE TREATED: THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE, 5. ALL BACKFILL AT STRUCTURES; SLABS, STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH A THE BUILDING SITE STM D1557. G S 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETYAND 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 CODIES, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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(, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 2. WATER SUPPLY LINES SF ALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/z' AMAFLEX, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEE . 10.C::: O VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 9. N0 STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. AND ZONING -CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BEMODIFIED SHED FLOOR ELEVATION MIN V-0" ABOVE THE BFE, PER FLORIDA BUILDING CODE. 6. NO VENT STACKS SHALL ASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. AND CARPORTS I 7. SIZE AND LOCATION OF LEANOUTS SHALL CONFORM TO SECTION P3005.2. 1. GARAGE E DOOR 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES HALL CONFORM TO SECTION P2903. A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10. DRILLING & NOTCHING O WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 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 EXTERIOR WALL COVERINGS 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS TH N BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, "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 EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 1, WHEN PLASTERING WITF CEMENT,' PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID APPLIED OVER PAPER B CKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE THAN 2 COATS, 1/2" THIC , WHERE APPLIED OVER MASONRY OR CONCRETE. GARAGE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED' IN ACCORDANCE WITH T & ASTM•C1063-Cl 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY OT 3. LA &AC LATH & AALL SORIES PER ASTM-C-1 11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE: GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, "L" FLASHING ALLADETAILS HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN -INCH GYPSUM BOARD OR EQUIVALENT. '/ -- 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-C1063-15AAND R703.7. FIRE RESISTANT CONSTRUC ION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO B 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 SCREWSAT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. 1 HE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVAT ON. ` LUtJ Reviewed for Code Compliance Universal Engineering Sciences ,F �yvav a al: xC .a z SiJBDiV. 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING - LEFT PAGE: GENERAL NOTES 60 MPH EXP. C OCT 21 2020 MIICHAEL C. ANDERSON i AR NO 7305 ratiaaN i O8 19 20 DATE: SCA M: 1/4"=1t, Q' SIMET G 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 6TH 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS, WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. S. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLESS SPECIFICALLY DETAILED GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R 2..1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY IN 30 5 0 GS 0 R C TO A ROOM USED FOR SLEEPING PURPOSES HALL N T BE PERMITTED. THE OPENINGS BETWEEN THE GARAGE S 0 OTHER G GE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0. 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 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SRE 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, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITYDETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, 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 DEPARTME NT 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 CON TRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERI AN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATION L FOREST PRODUCTS ASSOCIATION: I. NAT ONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTH RN PINE INSPECTION BUREAU: I. STA 0ARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS LATE INSTITUTE: I. NAT ONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- T E ENGINEERED WOOD ASSOCIATION: I. EN INEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TOWEATHER, 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 ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF AN PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT '. SQ. PLUMBING 1. SANITARY LINES SHALL BE 0 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 PAS 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 P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1, ALL EXTERIOR WALL COVERINGS GSAND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN GN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS 0 AND CLADDING LAD IN ACCORDANCE WITH TABLE R 1.2 S C G LOADS30 (2) A5 MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FMSHES 1. WHEN PLASTERING WITH CEI ENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKE D METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, W IERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER HALL BE INSTALLED, PROPORTIONED AND MIXED ACCORDANCE WITH S SIN ACCOR C ASTM-C926 & ASTM-Cl063 12 3. LATH & ACCESORIES PER AS. M-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 DET ILS CONDUIT PENETRATION DETAILS CASING BEAD DETAII S DRIP EDGE DETAILS CANTILEVER DRIP El IGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DED. _t WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER AS M-C1063-15A AND R703.7. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEIUNGS 1. EXTERIOR CEILING TO BE 1/2' LD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112 GOLD B NDGOBRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCR WS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERV CES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THA F AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Reviewed for Cod. Complianoo ®Ufuversal Enginowft Sciences 9 � I I kol g w y 0 SiJHDIV. & LOT: CREEKSIDE PHASE '2 LOT #78 PROJECT 4321.200 /078R1 MODEL: 4EHB "2605- HAYDEN' { GARAGE SWING: LEFT PAGE: GENERAL NOTES A100108I,:illlzollml GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE i=R01 SNOW SPEED TOPOGRAPHIC ut: IV WEATHERI FROST LINE TERI LOAD (MPH) EFFECTS" CATAGORY' DEPTH" NA 160 C NA 1NEGLIGABLE NA VERY FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES &HALL'M ACCORDANCE WITH SECTION FBC R302.9.1 TPR000I-I FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBG R302.10.1 THROUGH FBC R302.105 WINTER ICE BARRIER FLOOD IR MEAN DESIGN UNDERTLAYHENT HAZARDS s EZIWs ANUAL TEMP' REQUIRED° I Ex' TEMP 42 NA SEE SURVEY A NA 21' -10' 15'-.4 3052-SH 5� DOUSLE TOP PLATE 2x CONTNOUS STRESS N- R LOOKNG MID WALL SP4.32' OC. MAX 2x STUDS • hP OC. MAX, uD}L i' T . G SUBPLOOR GLUED AND SCREUED AS PER FASTNER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR 811�a SIMPSON MSTA-38 32' OC. MAX PRIl FLOOR TRUSS DOUBLE TOP PLATE 2x STUDS • W OC. MAX, _ U.ox � 2x CONTNOUS STRESS SECURE BT. PLATE TO STUD W/ � � 5LOCKING MID WALL SIMPSON Ill 032- OC. MAX SECURE BT. PLATE TO fill W/ I'xa' ANCHOR BOLT W/ 2' H% UASI-ER T' EMBED. MIN. • 32' HKIGH7 Q GARAIM = MAX, EPDXY NOT VARIES WITH SLOPE 11IMMIRED FOR EXPANSION - q BOLTS K Sffl Ol • 32' OC. MAX . n f .• 4 4' CONC. REINFORCED UU S'Xl WIAXIUTA �' MF OR FIBERMESH ON Ill VAPOR Z IC RETARDER ON WELL -COMPACTED CLEAN _ M FILL. TERMITE TREATMENT TO BE U I,-®. 4; 4, BORA-CARE APPLIED AT Fill (2) 45 MBAR ON CF-IAM A 2 STORY INT. WALL AT GARAGE SCALE: 1/2' • I'-0' m BEDROOM #2 6-8' CLG. N Y0 3'-8" (2) 2068 N m" 11'-8" (2) 3052-SH .o� .•i�41, R !> r STAIR, �•iIrb RISER %i5 TREADSii 5OLLA Fglill AS REQ. �•.i PER BLDG. • . GARAGE W-8' CLG. m I 16'-0" X 1'-011O.H. - - ---- ---------------- I i r.z 21 -S" .f GkB_6 ROOFS WA 's # 10" r: �5`t �tA KdAs� vi v � i i r GAOLL ROOFS Ki i>\1 1,}1. EiI>_4. iz4':r4 .M?,J)$FY i:.J' FIGURE R301,2(7) COMPONENT AND CLADDING PRESSUR ZONES IIY 0 UMG ROOM 8'-8' CLG i o� ROOOOMG all I II A I I II 1 I II e z 10 r CIV e W) 0 C I 1 11 \ % KiPCHBrT 11 — 11i�X` 8'-81c4A I I °� 2868 SII II 4,_0II. I Qi N 2i_QA q�I O - V J �OF'f M C ARCH -- i �+ i 3-SH V -- B 1 II III Foy m 8'-8' GLG.m vllic 8'-881 CCLG. III 3068 0 III W/12' III 0„ TRANS�y III NO III ❑2 (� T. �j (2) 3052-SH m e PORCH 8'-8' act 00 1 o E- 4 51_4" 4" 10'-01, __J14 M tY N v COWON IN17 AND CI:J mm Y111m LOADS BASIC WIID WOIAW FOR 3 SECONI) QUBB OPBNIQB SQUARE ZONE 160 WH WILD NO R amm ANDTl FOOTAQE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR, MIN. CRITER A I. SJGD. MIN. CRITERIA 8010 O.HD. 516 5 32B/-38.O is 16010 O.H.D. 112 5 30.S/-34A j SOFFIT N/A 5 31.6/-38.8 -6829/ IF ROOF TILE N/A 3 _5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE OEFFICENT = f 0.18 BLDG. CAT.=II,` EXP.--C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIN LOAD VALUES FROM THE PRODUCT MANUFACTUR R. CONTROL DATES 03/20118 SQ.FT. CALC. S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 150 SQ. FT. TOTAL LIVING 2605 50. FT. GARAGE 431 SQ. FT. PORCH III SQ. FT. COVERED LANAI 80 SQ. FT. TOTAL 3165 SQ. FT. A/C VOLUME 2240.3 CU. FT. MASONRY / FRAME WALL LEGEND V-8' BLOCK WALL UN.O ON PLANS ERG. NGT. VARIES 8' BLOCK WALL ? UN.O ON PLANS 18'-8' BRIG. I! I! I 1 INTERIOR LOAD § ERG. WALL U.N.O. ON PLANS . � 7 4' INTERIOR N LOAD ERG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE FIRST FLOOR PLAN SCALE: 1/4' = 1'-0' N TE:2-STORY GYPSUM BOARD O NINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE E UIPPED WITH SOLID WOOD DOOR NOT LESS THAN I' C 5mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL D ORS NOT LESS THAN 146"(35mm) THICK, OR 20-MINUTE FI -RATED DOORS T E GARAGE SHALL BE SEPARATED FROM THE RESIDENCE : ITS ATTIC AREA BY NOT LESS THAN 1i2'(12.1mm)'GYPSUM EOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS S IALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT': Ul DER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALT. HAVE WALLS, U DER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SI E WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY D OR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. MED WALL SEPARATION BETWEEN THE UNCONDITIONED G RAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U VALUE AND SHCG ARE INFORMATION PROVIDED BY THE M�QNUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT S CIFICATIONS 1■©7��00 pevl v,d W Cod* ® ;otw rxt0 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937' PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 W U 0 0. U q i F A ti siTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #'78 PROJEl 4321.200 078R1 MODEL 4EHI3 "2605-HAYDEN"' GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 60 MPH EXP. ARCHITECT STATE OF FLORIDA Ae��� AUG 2 6 2020 MCHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 19 20 sc.l 1/4"=1'-0" SHEET I F 1� 1 4" DBL. TOP PLATE I BAR DETAIL A SCALE: 1/2'-1'-0' ARCH DTL. B SCALE: 1/2'=1'-O' J� �. FLR. 42' HIGH HALF WALL W/ CAP 3/4' TtG SUB FLOOR GLUED a SCREWED PER FASTENER SCHEDULE PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) E STAIRS RISERS TO CONFORM TO PBCR &TH EDITION (2011) MIN. TREAD=10' MAX. RISER•1 3/4' 3/lb' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 1/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51LITY WINDERS- MIN. 6' WIDE 0 NARROW END MIN. 11' WIDTH • 12' FROM NARROW END 343 MIN. HANDRAIL HGT. NOTE: ,ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. F5CR 302.1. 0'-0" FIN. FL \ STAIR DATA: 16R ® -1.54" 15 TREADS a 10"+ 1' NOSING (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER W/(3n 3' SCREWS B EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING D \ I \ \ \ 42' H. 1/2 \ WALL W/ CAP \ 3/4' KICK \ PLATE I" MAX. \ Im" NOSING STOR. `\ M'N 3-2x12 SYP STRINGER \ REINFORCED W/2X4 SPF \ ° W/CONT. BEAD OF Q SUB -FLOOR ADHESIVE \ _ s w PL-400 OR SIMILARE • \ EA HORIZONTAL RUN z aZa \ dal 2 X 4 RE-INFORCING \ s EA 2 X 12 STRINGER SECURE W1126 W-8' O.G. CSTAIR SECTION SCALE: in'=1'-0' 2X4 ATTACHED W/ 1Od MASONRY NAILS a 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX. AHU HANDRAIL a 36' W/ 2X4 RE-INFOR rHE CLEAR SPACE BETWEEN rHE HANDRAIL AND THE WALL SHALL 5E NO LESS THAN 1 1/2" AS PER F5CR R3111.0.2 MOTE: -{ANDRA IL ;RETURNED rERMINATE COST. ENDS SHALL 5E TO THE WALL OR INTO A NEWEL NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A �- DIAMETER OF 14"+ 2" OR A NONCIRCULAR CROSS SECTION WITH A o o PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4' AND 0 ° A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES o� SHALL HAVE A MINIMUM RADIUS OF 1/5" 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.5.C. 201-1 HANDRAIL SECTION �GAI P. �tw �m � ft'sal En'�.5..,_ fences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W U w O F 0. V 4 F A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FLOOR PLAN SECTIONS DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 08 19 20 DATE: SCALE: 1 /4"=1' — 0" SHEET A1A 39'-8" I1'_all 2'-4" 11'-4" 2'-4" 12'-0" 2'-5' 1Zi'-0" "-4" 5 _8 3052-SH Fil 3052-SH EGRESS (2) 3052-SH a❑ EGRESS0 - - o � I I I �I vBEDROOM #® LIM—I I BEDROOM N 8'-&, CLG. NI = ti 31-41 �IO�j fi - 3'-41 V6 �'-G" ti V1G 4'-2" 12'-®" 4'-®" 3' S 8 6 0 V. 1 v BATH #3 r F---T.--ii - i I I OP • W. i i F • R ti� � v TIJ5/ IR-ISH \R/A t HW n Nt InrRs'?.7 W.I.C. N a, I IATTIC s s' CLG. A° L - J 0 3-SH 1R-ISH �8 owmSSUITE V 2' 4° 4'-0" CVA '_ I 2 _4 3 _0 41-411 OWNF s /11 BATH I BEDROOM #3 LAV. I 8 8 CLG. N LAV. xtu I IN(2) 30 1 52-5H EGRESS W, iW LC. I tX a'-&. CLG. I - - - El 3052-SH 3052-5 2040-814 EGRESS EGRESS ° TEMP ' I W OO OF FLOOR BELO L ------ --- --- 5ELO--- -0" 7'-011 �'-4' 5'-4" 8'-0" 10'-0" 3' 8" 0'-0" 2'-4" 2'-4" 13'-4" S'-0" 39 _8l 5N I SECOND FLOOR PLAN SCALE: 1/4 = F-0' -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING IN --CM IATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS t ��0 ■0���00 ED Revie:ved for Code de Universal Engw*w4V Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W D3 04 W ti F Em v r7 w A F A SVSDIV 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. ARCHfTECT STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 19 20 SCALE: 1 /4"=1' — 0" SHEET A2 26'-8" BLDG, HGT. 2ND FLR. E31RG- HGT. 1'-0' 4' RAISED BAND—� 6' RAISED BAND 10'-0 3/4 2ND FIN. FLR 8'-8" CLe- H4GT. OPT. COACH - L IGHT 2ND FLR. _ BRCS. HCzT� - 1'-0 " 2ND FIN. FLR FLR. 0 -0 /BRCS. H-GT`-- a'-8 CLG. H%ToL - 0'-O" FIN. FLR. vEll r r ------------------- r FRONT ELEVATION. SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR RI03A OFF RIDGE VENT 12 — - - — - — - — - REA ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 4" i ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT 110 -8" 2ND FLR. BRCS HGT. _-------FYPON BKTI IXII OR EQUIVALENT fW RAISED BAND (TYPJ _/-�10'-0 3/4-0 3/4" 2ND FIN. FLR. _ o0 EN BRCS. AGT. 8 -8 TRY Illp 4" RAISED BAND (TYP.) 8" RAISED BAND (TYP.) 9'-0" FIN. FLR. BRCz. HC:T. i I I I I I I OFIN-0 31. " 2ND FLR. r-- . FLR/BRG. HGT. CLS. HeT. r-- 4B A TYP. I I I I o0'-0" FIN. FLR. I- -- MODEL 2605-HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 1541 /300 5.14 SQ. FT. 5.14 = 739.68 SQ. IN. MIN. REQUIRED VENTILATION .4X 739.68 IN UPPER PORTION OF ATTIC = 295.872 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTIIATION'AREA 138SQ- IN.PER VENT (net freearea) ' TOTAL OF V ENTS REQUIR ED = 2.14 TOTAL# OF VENTS PROVIDED 3 SOFFITVENTILATION AREA 7 SQ. IN, PER LINEAR FT (netfree area) LINEAR FEET OFSOFFITREQUIR 42.27 Revie•ned for Code Ccmpuance gjUnwec;a;'-f,p ogft Srte'3ces 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W 0 F 4 14 w 4 F a sLJHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT* 4321.200 078R1 MODEL. 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION 71 H11 60 MPH EXP. ARCHITECT STATE OF FLORIDA AUG 2 6 2020 �MICHAEL C. ANDERSON I AR NO 17305 J PRINT DATE: 08 19 20 SCALE: 1/4"=1'—O" 1 SHEET A3H 2ND FL HRG. He 10'-0 3/4" 2ND FL FIN. F1' 0'-0" FIN. rrr FRAME DOWN FOR FYFON 5KTIIXI7 OR EQUIVALENT 2N1D FLR. 5RG. HG-. 10 -0 3/4" 2ND FLR- F','N FLR./5RCs ;A&z 5'-0" 5RCz. HC=T. 'a ENTRY 0'-0' FIN. FLR. LEFT E L1FVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH ]RIGHT E L]EVATION SCALE: 1/4 a I'-0' TEXTURED FINISH -015=-5" 2ND FLR. HC�?. 010'-0 3/4" 2ND FLR. "FIN. FLR. a, -all BRCS. HG-- o ti_ '-0" FIN. FLR. _o18'-5" 2ND =LR. 5RG. H4GT. 10'-0 3/4' 2ND FLR. FIN.=LR-/BRCz. NCzT. 5'-5" cLC-G. H4GT. _oo'-0" FIN. FLR. Reviewed for Code Complianom Universal Engvissffnp Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w U 0 F 0. 4 F A F SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: RIGHT & LEFT ELEVATION „H„ 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 08/19/20 SCALE: 1/4"=1'-0" 1 SHEET i IN Ij ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET xI 110V OUTLET V2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET SOUPED W/GRND FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF GROINTDUN FAULT GWFI O� ET PIER SWITCH SWITCH 3-WAY OPER. �•d SWITCH 4-WAY OPER. Lf l WALL MOUNTED 5 LIGHT CEILING LIGHT © LED CLG LIGHT O vP LED VAPOR -� PROOF LIGHT O� ,'P VAPOR VAPOR PROOF r LIGHT ,.._..-.x ORECESSED CAN VENT. FAN v I GiM PER 8G2 Fi. n �,-M1 VENT. FAN W/LIGHT 1 CFM PER SG1 FT. VANITY LIGHT FIXTURE .. . II (SPEC'S TBD BY BUILDER) ® 4ES FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) FLUORESCENT 2-6UI-B WRAP O LIGHT AROUND (SURFACE MNT-) 2' FLUORESCENT *FLUORESCENT 4' TRACK LIGHT 0 PANEL _.,..w.-..e... METER BA77. BACK I • S.D. SMOKE DETECTOR W/ HARDWIRE SD. WALL MOUNTED BATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE ® S/C:O CARBON MONOXIDEd SMOKE DETECTOR COMBO BATT. BACK-UP W/ HARDWIRE INTER-COECTED NNSHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT _ NATURAL GAS _ -- ' OUTLET TELEPHONE JACK . IGNITION SOURCE WATER HEATER TO BE ELEVATED DISCONNECT 4gJ .. AIR CONDITIONING TO BE 210V UN-0- A/G DISCONNECT SEE AHU ON THIS SHEET TELEVISION JACK�� CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX - MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FAWLIGHT A ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION �• 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INCANDESGENT LIGHT STRIP i,. FLOOD LIGHT OPT. SECURITY KP KEYPAD PU'3. PUSH-BUTTON FOR CHIMES '' •--�► U85 PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF Fes$ 6TH EDITION (I) 4G1.114 EDITI • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MM. CAPACITY OF 50 CFMI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50-13 FBCR 6TH EDITION (201-1). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (201-). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.5r— ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201-1. 6th EDITION R404.1 0 PRE -WIRED CL.G FAN El BDRM. #2 I S I o BATH #2 I r o L WH P.B. FC 0 GARAC DOOR COND BOLLARD AS REQ. PER BLDG. CODE M KEYLI METER FIXTUF FIELD r z VERIFY 4 LOG. CL GFI GAD OUTLET 48' APP. IrVI ROOM I PRE -WIRED I CLG FAN I I 6 \ I \ I I I TO 2ND FL\ SWITCH IN+ SWITCH \\ CABINET I I \ OUTLET+ \ FOR DW I \ I /I ' `GFI * 44" GFI s 44' i I AFP. APP. S/CO I 1 1 1 / i __ _ u L-_ _ --------------------moo OPT. COACH LIGHT I CEILING MTD LIGHT TO BE INSTALLED, PROVIDE I J-BOX FOR I OPT. FAN 3FI `% J11KuIrm TLET 11 IOR VENT 10,1 O OR MICRO / PAN. CzFI— i ====e= L— 11 III t\ III \ 1t �♦ III FOYER \III PRE -WIRED !III CLG FAN WP /' 1 GFI P.B. FOR CHIMES � I I PORCH — — — — — — — — — —1 FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' II I L u d \ / LED LIGHTING SINGLE LAV. BATH#2 PANEL 8116wpert. breaker FEEDER 3-#1 WP Panel MAIN - A VOLTAGE: 120J 240 V-1P�h MAIN. 15,GAmp M.CiB CuTHWN&1-#6Cu(G)in11/2" G OR3-#2/OALTHWN&1'-#6Cu(G)in11/2 C. Wire Pole Bkr Descriptlon Watts I Circuit Clrctdt I Watts Description Space Bkr Pole Wire #12 1 20 .Exterior Receptacle GFI for TL G. 1200 1 3 2 012 -- 2 20 — Irrigation Pump: - -- — 1000 4 Space 5,. 8::.. 6240 JAIC C.U.40 'pace 7 8 PANEL: 42crt breaker FEEDER 3- #1 PANEL -A VOLTAGE:120/240.V-lPh MAIN: 150Amp M.l.O.. U THWN & 1 #6 Cu (G) in 1 1f2 C OR 3-#210 AL THVVN & 1-#6 Cu (G) in 1 1!2 C. WI re Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwa%e / Hood GFI 1800 3 4 #12 1 20 Small Appiance 1500 5 6 4500 Water Heater 25 2 #10 #12 1: 20 Refrigerator 1500 7 8 #12 1 20 pining Receptacles AFCI'. 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12' #14 1 15 Foyer/ Flex / Hall AFCI 9D0 13 14 5000 Dryer GFI 30 2 #10.. #14 1 15 Limng Rm, Lanai Kitchen Din Lts AFCI 900I 15 16' Space 17 18 1500 Washer GFI 20 1 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFl 20 1 #12 Space 21 22 1200 Garage Lts & Receptacles GFI. 20 1 #12 #14. 1:. 15 Bedroom #2 /:Bathroom #2A CI NO 23 24 900 Owner's Suite AFCI 15 1 #14 #14' 1 15 Bedroom #3 AFCI 900. 25' 26' 900. Owner's Bathroom AFCI 15 1 #14 #14 1. 15 Bedroom #4l Opt Bed#5./ Opt. Loft AFCI 900: 27 28 1200 2nd Floor Hall/STD 2nd R. Liy./Leon. AFCI 20 1 #12 #12' 1 20 Exterior Lights and Recept GF 1 1000 29 30' 1000 Irrigation controls only 20 1 #12 Space 31: 32: Space Space 33.. 34 Space... _.. _.. Space 35' 36 Space. Space 37 .. 38 Space. #6 2 35 NC A H.0 (Heater 5 KVA.at 65%1 5525 39 40 Space 41. 42 Space Load subject to demand factor calculatims t l h 17600 27900 Load sub,eot to demand factor calculations d line Demand Factor Calculations. ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER. NC: NON-COINCIDENTLOAD GFI: :GROUND FAULT INTERRUPTER Total load subject to demand factor 45500 First 10000watts at 100% 1D000 Remaining watts at.40% 14200 Total A/C load 11765 _.. _. LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD F Total: Connected Load Watts 35965 Total Amps (w'atts:1240 molts) 149.9 IE70 AMP ELECTRICAL RISER NOT To SCALE - GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 611-1 EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 91 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, TI4WN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 0 00MBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP P/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED TOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F$CR 6tH EDITION (201-1). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD Reviewed ter Cede Compliance Universal EngwWOW19 ED sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325'. W U3 w Chi IN O F, 4 V A E A ti �vsDiv ac L( CREEKSIDE PHASE 2 LOT #78' MODEL: 4EHB "2605-HAYDEN GARAGE S VMiiTG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN t60 MPH EXP. ARCHITECT: STATE OF FLORIDA AUG 2 6 202,0�1' MICHAEL C. ANDERSON AR NO 17305 DAITNE: 08/19/20 SCALE: 1/4"=1•-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE I10v OUTLET IImV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIPFAZZI W/ INTERED MTER11P7ER !TAMPER (TAMRND ER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF: FAULTROUND GFI OUTLET INTERRUPTER RRUPTER SWITCH SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN I CFM PER SO. FT. VENT. FAN W/LIGNT I CFM PER Sa FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® ` FLUORESCENT LIGHT 2-BULB WRAP (RECESSED) TxT FLUORESCENT 2-5UL5 WRAP ® LIGHT AROUND (SURFACE MNT.) 2'FLUORESCENT 4' FLUORESCENT t 4 --ewe 1 Il 4' TRACK LIGHT 0 PANEI- Nib METER BAIT. BACK-UP OSMOKE S.D. DETECTOR W/ HARDWIRE WALL MOUNTED BATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE S/CO CAM50N MONOXIDE SMOKE DETECTOR COMBO BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V U.N.O. A/ DISCONNECT SE N O S SHE TV TELEVISION JACK CEILING BOX REMIRED OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTEDTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION n n n Q 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP n nn n n�� 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY El KEYPAD I -El 109. PUSH-BUTTON FOR CHIMES • USB PORT • LOCATION OF TV JACKS E PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 1S 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION- - 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR WIRING IR METHOD SHALL BE SON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6144 ED (2011). * ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS O° THE FBCR 6TH ED (2011). • ALL LAMPS SHALL BE r_.F_L ECTED BY BUILDER AND 1pt OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FJ&C. ENERGY CCNSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011 6th EDITION R404.1 I I__ ---------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = I'-0' — ----\ I AM I � I of LED LIGHTING ( DOUBLE LAV. BAT1-1 3 I I � 1 I � I I I a � � � LED LIGHTING 00' DOUBLE LAV. OWNER'S BATH Reviewed for Code Compliance Universal Engsewft ED Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U W 0 F 0. ro W 4 F A Cti ti S VBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT* 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SVfMG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 DATE:: 08 19 20 DATE: SCALE: 1 /4"=1' - 0' SHEET E 2 FIRST FLOOR PLUMBING PLAN 5GALE: 1/4 = 1'-0' I I I I I I I .r a -2' A.A.% LAv 3' Ku e 2" TUB PLUMBING RISER DIAGRAM I (ALTERNATE LEFT) ® Reviewed for Cods CwnpUancs Universai Enghssdrq Saenpss 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W 0. U W 4 F A ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLUMBING PLAN 60 MPH EXP. ARCHRECT- STAAT�E OF FLORIDA / / A AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 19 20 SCALE: 1/4"=1'-0" SHEET p1 El 1E] E 1E11 U. E E I E I � I i cv i ® E - I I i I s a or I L V. L V. E ¢' 8"--------------- 4 2 S 21_01 - - - - - - A C I 7UB/ IF OnPT. ii i©W*i i I SHWR. III II t=====fit —_� r---------18 R/A I' -jL 3 5 2 Li —_- 13'--3 W.0 e e ® a � LAv. LAv. N .o E Ell E E SHWR 0 - --- - I I I E E E o I L--------------------------- SECOND FLOOR PLUMBING PLAN SCALE: 1/4 = I'-0' Reviewed fa Code compliance Universal Engmewlq ID Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W D3 U W O 0. v 4 F q F SL78Div & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLUMBING PLAN 60 MPH EXP. ARCHITECT - STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 rimlr'-1 DATE: OS 19 20 SCALE: 1 /4"=1' — 0" SHEET P 2 Cam. U W 0 F 0. ti W Q F A E: h SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. PRINT 09�19�20 DATE- SCALE:1/SHEET I � L------------------------J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 = V-0' EQUIPMENT SCHEDULE 4.0 TONS MFG CARRIER C.U. 25H5C548A•030- A.H.U. Fk4DN(5F)049L HEAT 5 KW SEER 15 SEER TOTAL GAP 4-1500 ELECTRIC 208/230/IPH BRKR C.U. 40 A.H.0 35 REF LINES -1/8" d 3/8" DUl eviewedfaWGods CoPdlniversal FnguwMYN Sciences w U W O yF K W Q F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. PRINT 2019 DATE: 08 / / SCALE: 1/4"=1'-0" SHEET 2 PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ lod MASONRY NAIL S 32' O.G. MAX FIN. FLR 2X4 TOP PLATE JSS 2X4 WOOD STUDS a24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON- BRG. SCALE: 3/4' = I'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �&' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 17 2x FASCIA PER m ELEVATIONS TYP. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 5/S' GYPSUM B( OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION -VALUES REFERENCE STRUCTURAL U PER ELEVATION '�—R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE <a a 9]. d'a P W/ WINDOW OPENING SCALE; 3/4'=1'-O' V DIA. SLEEVE, Do NOT CUT .. ME�M_ • f�=�iA �u�1� (!A )PIPE THROUGH BOND BEAM D1 SCALE:3/4'=1'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR. - r__ a a' B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SI nf=;= i 2.12 TCO 11=Aci TWAIN 4.12 A IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 615-1 CAULK AND SEAL GAB LAVE 18' PVC SLEEVE FOR GAS LAVE 8' CHU 1/2' GYP. ILL.. MD. . . a a WOOD DABS ~ . al a 4: 26 GAS LINE THRU BLOCK D1 SCALE: IR'•I'-® FIBS LASS SHINGLES OVER *30 F T PAPER OR SYNTHE PRODUCT, INSTALLED PE SECTION R905.1.1 ON ' O-5 SHEATHING OR X PLYWOOD SECURED P FASTENER SCHEDUL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR ,6, 1/2' THICIC, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL-.._. APPROVAL REQ. VERTICAL TRACK 1' MIN BY MAUF. SLIDE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL REQ. a, GTMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL RECL SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' 2X4 SFr- 24' O.C. MAX. SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS O" PRE -ENG WD. TRUSS tea CONT. 2x RAT RUN SECURED i STRUCTURAL DETAILS ': SEE ENERGY CODE FORMS FI INSULATION R-VALUES PER ELEVATIOT� 5/8' GYPSUM hjkG. polkD IGH STRENGTHH Cj�Cs. Ird MENT AS PER SPECIFICATIONS P.t. FURRING — STRIPS O 24' O.C. 1/2' GYP. WL. BD. �— WOOD BASE a . A. a d � n a de P- n W/ WINDOW OPENING A VNA LASS S GLES 30 F PAPER OR TIC RODUGT, L PER SECTION ON �' O.S.B. ING OR �' CDX OD SECURED PER ER SCHEDULE RIP EDGE CIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS "--WEEP SCREED \�-2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SE NO OPENING 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w U W 4 Ca3 h W O F A F ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT* 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT: STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: OS 19 20 SCALE: 1/4"=1' — 0" IDReviewed ar Curie Compliarxx+ Universal Engwum"" Selene" SHEET FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.S.B. SHEATHING OR �' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS — 24' O.G. MAX. METAL DRIP EDGE 2x FASCIA PERK ELEVATIONS VENTED SOFFIT REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP 1_m" O.H. t"P ER LEVATION BATT INSULATION REFER TO ENERGY CALLS FOR VALUES 5/8, GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP -R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON i' O.S.B. SHEATHING OR �, CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS- 24' O.C- MAX. METAL DRIP EDGE) 2x FASCIA PER—/ ELEVATIONS VENTED SOFFIT REFERENCE STRUCTURAL STRUCTURAL z 3/4' T 4 G SUBFLOOR GLUED AND NAILED [Y 1/2' THICK, 2 COAT w Q AS PER NAILING PORTLAND CEMENT SCHEDULE PLASTER APPLIED w - DIRECTLY TO m MASONRY *LTRVATION IX2 FIRE -STOP SEE STRUCTURAL E • c �CEEVATION R 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R _ LEVATION 1X2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' D.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE a e Gss OS LRdE <. d 1A W/ WINDOW OPENING 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP 2-STORY FIRST F SECOND FLOOR B BATT INSULATION REFER TO ENEMY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP INSUL. 3/4' T E G SUBFLOOR GLUED AND NAILED AS PER NAILING N SCHEDULE z O w (L > w w ER LEVATION R LE VATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS a 24' O.G. 8' CMU I/2' GYP. WL. BD. WOOD BASE d . e. a. .AV e <'M e 4 Reviewed for Coda Con:puance UniverSal £",ngl(I0ad11Q Sciences iB WITHOUT WINDOW OPENING LOOR BLOCK LOCK 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h w w U w 0 F 0. u D3 w 4 F MLF SVHDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHITECT: STATE: OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 2019 DATE- 08 / / SCALE: 1/4"=1'-0' I SCALE: 3/4' = I' -O' TOP: 2X6 P.T. • CENTER OF POOR HEADER SECURED W/ (1) 1/2' X O' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/0' WASHER 4 NUTS 0 O 0 'SECURE 2x4 ON— FLAT TO BLK W/ MASONRY �O NAILS. SIDES: 2X6 CaARACsE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR �O BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �0 X 2' X 1/9' WASHER 4 NUT. (U WITHIN 8' OF TOP, (U WITHIN 8' OF THE HTM, (3) EVENLY SPACED. NOTES: ALL ANCHORS SHALL SE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (a:)BUCK ATTACHMENT D3 seem: W-P-®, 8' CMU V DRYWALL 11X4" OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK ❑ Ill/ 3iW6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' 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 JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 A SCALE: N.T.S. 2X4m SECURE t0 BLOCK W/ 341 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. 2X64m SECURE TO BLOCK W/2-3W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8:® SECURE TO BLOCK W/2-W,&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK 8" CMU jr_YZ' DRYWALL 1'X4' OR I"X2' P.T. NAILER ❑ 3(r.' D.S.B. X 4' MIN. vi1DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 18" WINDOW TO BLOCK +1-15/ 6" C SCALE: N.T.S. 2X4» SECURE TO BLOCK W/ $fg' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN_ EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6rm SECURED THROUGH SECURE TO BLOCK W/2- 'NON-STRUCTURAL -Wbm TAPCONS TAPCON MIN_ I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4") Y:' DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. Li2X8cm SECURE TO BLOCK W/2-V TAPCONS [; DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEPED TO MIUMM JAM MO NOT Ex=P XV) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E SCALE: N.TZ. 2X4» 2X4:® 2X4:® SECURE TO BLOCK W/ 31(,,' SECURE TO BLOCK W/ 3X6' SECURE TO BLOCK W/ 3i(�' TAPCONS T DR TAPCONS (MIN. SHANK SIZE .145 (MIN. N. SPANK SIZE .1 (MIN. SHANK SIZE MIN. HEAD SIZE 300 MIN. HEAD SIZE 3000 1 Y4') .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT WITHIN 8' OF EACH END 4 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING_ WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 18' D.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH 2X6:® 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-3i(6 NON-STRUCTURAL SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2--Xg, NON-STRUCTURAL %' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4" TAPCONS(MIN. SHANK SIZE TAPCONS TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK .145 (MIN. SHANK SITE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') , 8 CMU MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') IN 4 1�" DRYWALL WITHIN 8' OF EACH END 4 8' CMU WITHIN 8" OF EACH END 4 8' GMU SIT MAX SPACING. 18' O.C. MAX SPACING." DRYWALL 18' O.G. MAX SPACING. 14' DRYWALL 2X8:® ❑ 1'X4' OR I'X2' P.T. NAILER 2X8: cm ❑ ,AliOR I'X2' P.T. NAILER 2X8� 1'X4' OR I'X2' P.T. NAILER SEGUiE t0 BLOCK W/2- SECURE TO B 2ND 2X SECURE TO SECURE 70 BLOCK W/2-3i{�' DOOR CASING SECURE TO BLOCK W/2-iib' POOR CASING SHANK SIZE STRUCTURAL MEMBER TAPCONS TAPCONS 145 W/(2)12d WITHIN 8' OF EACH (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 [POOR MIN. HEAD SIZE 300 END 4 6' t0 8' O.G. MAX MIN. HEAP SIZE 300 pODR JAMB OR WINDOW MIN. HEAP SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') OOR CASING MIN. EMBEDMENT I Y4') ATTACH t0 2X PER MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. ATTACH TO 2X PER 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1" WINDOW TO BLOCK +1-1 2/ /2 B SCALE: N.T.S. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1 4" in1 WINDOW TO BIDCK +2 1 4' D SCALE: N.TS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" K_V�\ WINDOW TO BLOCK +T SCALE: N.TS. 2X4m SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' O.C. MAX SPACING. SECURED THROUGH 2X6:® ♦ NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') 4' DRYWALL WITHIN 8' OF EACH END 4 18' O_C. MAX SPACING. 1"X4' OR I'X2" P.T. NAILER 2X8» ❑ SECURE TO BLOCK W/1-1/4' 7{b' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SWIM AS NEEPEED TO PU M6 JAM (DO NOT EXCEEDp) DOOR JAMB TO BLOCK +3-7/16' U VrWINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS' OC. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH H SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL %&ll TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4') 8' CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8am SECURE TO BLOCK W/1-1/4' I P.T. X 4' MIN. TAPCONS Ql� DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') POOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18" O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" iul WINDOW TO BLOCK +3 3/4' 11 SCALE: N.tS. Reviewed for CO& GomplTar" Universal Eng scle"c" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Ems: W W U W 0 F ti U C F A z SLJBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHrrECT. STATE OF FLORIDA AUG 2 6 2020 MMIAEL C. ANDERSON AR NO 17305 08/19/20 SCALE: 1 /4" =1' - SHEET D 3 O1. FOLD INWARD • PT. A OI. FOLD INWARD • PT. A s. CREASE • PT. B 4 M 4C� KICKOUT IIJUNN" OI. FOLD INWARD • ® 1. FOLD INWARD • PT. A WOOD SHEATHING OR CMU PT. A m�' s. GREASE • PT. B �. G�ASE . PT. B LURB LAYER 01, RE 3. GASE • Pr. c =" STUCCO LURAP (FRAME ONLY) RE 3. CASE • PT. c t< . TM• FEL' 814INGLE ROOFING PRIP EDGE: OVERLAP 3% EXTEND I/R' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.G. MAX n 4. FOLD fort. G OVER PT. B TILL PT. G TOUCHES BOTTOM FLANGE . L WATER TIGHT SEAL. FOLD, 22 N2i GUT. J' THICK, 3 GOAT CEMENT PLASTER (FRAME), In' Z COAT CEMENT PLASTER (CM) WIRE, LAYER '1, FORTIFI®ER —HUILDING PAPER(FRA-v ONLY) WRB LAYER *I, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF BUILPING WRAP OVER NAILING FLANGE, STOP WRB Ate. I k' ABOVE 814INGLES (FRAME ONLY) FRArE OR CMEXT EXTERIOR FASCIA WRAP II1411 FLASHING KIGC-OUT FL4844ING M DETAIL) \8•hyV � �I WATER TIGHT SEAL (!SEND OR SOLDER DO NOT CLT) ff ROOF CEMENT 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) AL LATH (FRAME ONLY) LAP LURE E TAPE OVER ROOFAUALL SCREED 5"X5" "L" TYPE CONTINUOUS GsALV. METAL FLASHING (NAIL TO ROOF DECK, NOT LUALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL LUITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING L E G E N I-) DRAINACzE PLANE (WRB LAYEfi2 :11, STUCCO WRAP) UJ1R5 LA*T'EfR 02 (FORTIFI5ER ——.—.—...- 5UILDING FAFEIR) METAL LATH X X X X STUCCO 1, 5ELF-ADHE5IVE FL45HINa - - - - - - NOT RevierveJ for Code Ccmpuar" Universa, rnglrlpsd� METAL LATH: LATH TO 5E PE1R 5 IONlces fR—I03.7.1 / )4STM C-84— —013/ 1`'1IN. 2.5 LE3S. fEfR SQ. �rAfRD (UTILIT*l' Oiz NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 2194 HWY AMA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a b d esi g ngrou p.com AA #: 0003325 F W y U W O 0. V D3 4 F A F S'UBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT* 4321.200 078R1 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 08 19 20 DATE: / / SCALE: 1/4" =1' — 0" SHEET A I LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x 5TU000 °.. a.:. :: 5EL1=-ADHE5IVE 1=LASHING — — — — — NOTE: METAL LATH: LATH TO SE PER SECTION R-103.7.1 / AST1" I C-847-09, MIN. 2.5 L85. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) STUCCO FINISH W SELF ADHE5IVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP 4 SIDES BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6" SELF ADHESIVE FLASHING NNSTALI PER MANUF. SPED BUILDING PAPER UNDER 'QUICK FL1 A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO ;LAtlt:/-A I V K=(.=Iv= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W15AC<- ROLL PRIOR TO ELEG. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 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 ' At r.t''==" '7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER #1, STUCCO WRAP WOOD SHEATHIT APPROVED HOUSEWRAP 5ELOW CUT SUCH THA NO MEMBRANE ENTERS 50X, APPLY TO FA( EDGE APPLY E-Z 5EA[ OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WRB LAYER 01, STUCCO WRAP CUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER MI STF '*I APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5Tf #=3 . v.v •v•v •o O• ,. .o .o o. O. .O •O Y. C. .Y p o• ,. .o .a.a.o.o 6T 0 15 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T E F *14 ELASTOMERIG COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E F 5T E F � ELECTRICAL RECEPTACLE g] Revievied for co w ci,.n,ui anco Una, Engm"MY Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w U W F U In �7 C A CF SUBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA gpl"L2C ANDERSON AR NO 17305 rssaar r 2019 DATE: 08 / / SCALE: 1/4"=1'-0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO UJRAP) WRB LA`r'ER #2 (FORTIFIBER ...... - PUILDING PAPER) METAL LATH x x x x STUCCO U)COD 5HEATN ING 5ELF-AE)HE51VE FLASHING - - - - - 2 1/2" I A T:41CORNER BEAD 1 I JLJ / CORNER BEAD (FASTENER 4 SPACING 6 1" O.C.) CMU V TNICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLI' TO MASONRY' (�P BLOCK P]UReviewed for Cads mpllsngsniversal Engiview" Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n gr o u p. co m AA #: 0003325 ti W U ti F ti V W 4 F A Er ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL. 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ARCHrFECT STATE OF FLORIDA /`/ v uv AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 2019 DATE: 08 / / SCALE: 1/4"=1'-O' SHEET WA3 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH -s WOOD 1/2" TEXTURED FINISH a CMU METAL FA 1� I� I� II I I � 2X6 SUS P 1 � METAL FASCIA WRAP Y8" FROM 1 STUCCO, 11, FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 11 NOTE: NOTCH FOR 2X(o SUB BAND ONLY `\ I � 1 @ELEVATION- 14N A F--ROOF KICK OUT REMOVED �\ FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) 11/8" TEXTURED FINISH Q WOOD, 1/2" TEXTURED �� FINISH a CMU 2xro SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH tv CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO IURAP (FRAME ONLY) WRS LAYER 02, FORTIRIBER SUILOING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/126 NAILS K!"-8" O.G. MAX. 2x SUB -BAND W/I)i2"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) B BAND DETAIL ® WALL SUB BAND DETAIL OP WALL W/KIC K- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT -S 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. 4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2Hx4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Unlversai 6IgIrmePow Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U w i; Q. u 4 Ell 4 O pw '4 \\� I3P VBDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #78 ROJECT* 4321.200 078R1 ODEL:4EHB 2605- HAYDEN" GARAGE SIVING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. ARCHffECT STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08/ 19/ 20 SCALE: 1/4"=1'-01 SHEET WAS 0 co 39'-8" T-10" R; 10'-01, 4, 7,_4, ,_4 FM-12X18 Ico co N N 4" CONC. r r g LL SLAB w LL U- N N 0 W m` co LL co, � — — — 4 FM-16x18 — — 1 2I8„ 1 151-4" 1.1 11, 8„ 101!011 I I co aolo x N Ir TOP OF (o LL SLAB o' r LLI to J� do N I W U U N 0 I I o N W.== T-5' 20' 5" -- LL g 1. CW-12x12 o I 1.1 1.1 o M F-2Ax24 11 011 — — CWC 12x12 aoco Wyl� x OP Eo Q Ln 2 11 � it 3-6" .N 4 VC UP 0 2ND FLOOR n I V U CHASE ' (FIELD VERIFY > iiw 11 EXACT LOCATION)', 8 ° iiw ' S 1.1 ti31_01' co 91_41 2'-8�� 9,_0„ 9,_3' 9._.5„ N I x 1 TOP OF SLAB w I p ( co o IU #3 TRANSFER STEEL U @ 24" O.C.MAX 2 oo se I I - 1.1 N I N J -0" FIN. ELEV. I� I FIN CONC. SLAB roI i x - LL all �I 2 10„ v 2'- 1 oil A; LL J 00 — _FM-16x18 4 4 �I hl 1.1 1.1 ci �I 0„ 7,_6, 9 8, LL M 00 FM-16x18 - x _f �I LL c o =1 O — FM-12x18 r ElN 20'-4„ 6_8, 4" 10'-0' ,4' 21 1_$1, 18.0" 39,-8 OUNDATION PLAN Ic CALE: 1/4 = 1'-0" A 0 0 ao � co m y� U 00 ON o c n l o W 1- 0 I-_ 0 io FOUNDATION NOTES 1. SEE LAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0"; SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABL SHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVIC ES. 6. PRO IDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COO DINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWI GS. B. 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. 11.0IN ICATED #5 BAR, DINDICATES #6 BAR ■INDICATES #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 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLI ES IN REINFORCING BARS SHALL NOT BE LESS THEN 48BAR 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 BE ARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN D ELETED UNLESS NOTED OTHERWISE. 14. VER ICAL REINFORCING IN CMU SHALL BE#5'SAS SHOWN ON THIS PLAN, UNLESS OTHER ISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN AL L WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1, 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: Pm = 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 3 OF SLAB SUPPORTED 3'-0" OR MAX. SEE PLAN FOR MM SIZE. INSP CTOR NOTE: 1. STRU TURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, ESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF; REMARKS 6x6 W1 4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BAR , 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-12x18 12" CONTINUOUS 18" - (2) #5's FM-16x18 16" CONTINUOUS 18" - (2) #5's FM-20x18 20" CONTINUOUS 18" - (2) #5's FMC-16x18 16" CONTINUOUS 18" - (2) #5''s VARIES CW-12x12 12" SEE PLAN 12" (2) #5's +)D"-D" CWC-12x12 12" S'EE PLAN 12" - (2) #5's VARIES F-24x24 7' 24" 12" (2) #5's (2) #5's TE-1 8" SEE PLAN MESH & 8" (1) #5's 0"-' NOTE: WELDED WIRIE VERTICAL RFIBAR NOT SHOWN FOR CLARITY �— #3 TRANSFER STEEL @ 24" O.C. MAX ON 1 1/2" $EGURE CHAIRS @ FOUNDATION SLAB & WIRE TIED STRAP TO A/C SIMPSON WB TO CONTINUOU FOOTER STEEL CONC. W/ UNIT ROLL STRAP M-3/161X211 OR EQUAL is TAP -CONS EACH CORNER TOP OF SLAB GONG. OF UNIT SECURE STRAP TO SLAB UNITS W/ (2) 05x1 1/4 SUPPOR #3 W/1 1/2"CHAIRS SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL TRANSFER STEELI INSTALLATION SCALE: 3/4"=1'-D" Reviewed for Cads Qomplhom ®Universal Engir'� sciences 2194 HWY A1A, SUITE 3j INDIAN HARBOUR BEA FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ng ro u p. co AA #: 0003325 F W 1 W v 4 W 4 r ti SiJHDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT 4321.200 078R1 MODEL: 4EHI3 "2605-HAYDEN" GARAGE sw NG LEFT PAGE: FOUNDATION PLAN 60 MPH EXP. ARCHrrECT: STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 2019 DATE: 08 / / SCALE: 1/4"=1'-0" SHEET S 1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND , SPACING REQUIREMENTS 0- O U) = z 8" CMU WALL co co+_ 01-0' TOP OF SLAB ° SEE SLAB SCHEDULE EXT. PORCH SLAB LW/ 1/2" ISOLATION ° 4" CHAMFER (1-STORY) '. ° 6" CHAMFER (2-STORY) JOINT (WHERE f • APPLICABLE) z ° SEE SCHEDULE FOR WXD, BAR SIZE cli AND BAR QUANTITY EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-0" 0 i+r BOLLARD 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36' #7 42" SECURE FLANGE TO SLAB W/(4) 1W' X 2 1/4" TAPCONS SCALE:3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" - - AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE +_ 0'-!' TOP OF SLAB _ w' ■ - ■ -A ° , .a d '< d .p. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY RIOR FOUNDATION WOOD WALL (DVLE SCALE: 3/4"=V-o" (NO UPLIFT) Z_ t STEEL REINFORCING IN GROUTED Q d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m V U) cod W co ' Q O 8" CMU WALL Z TOP .n" d ° e SEE SLAB SCHEDULE TOP OF EXT. PORCH SLAB Ila 4' CHAMFER (1-STORY) W/ 1/2 ISOLATION ° 6' CHAMFER (2-STORY) JOINT (WHERE • 4 i SEE SCHEDULE APPLICABLE) z_ 4' FOR WxD, BAR SIZE AND BAR QUANTITY N r MONO -FOOTING (DEXTERIOR G RAGE SCALE:3/4"=V-0" W oa I U) NEW REINF. BAR 00- SECURED W/2-PART 0- EPDXY. MIN. EMBED I _j Q 8", LINO Q p FOLLOW ALL MANF. SPECIFICATIONS FOR Q USE AND I F w PREPARATION OF HOLE. W J SI M All 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION 6 SC LE:3/4"=l'-0" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5 MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: '4"=1'-0" EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CH 'SE THRU FOOTING 30" MIN. EACH WAY MONOLITHIC FOOTING >o� 6 s n v �Q T rT- P_ m �I>v FM— r . CORNER BARS, SAME SIZE AS LARGER BAR o �I. IN FOUNDATION WITH 30" LEG EACH $ " WAY AT ALL CHANGES IN DIRECTIONS .A SO THAT THE STEEL REINF IS CONTINUOUS A vl. MATCH AMOUNT OF CONTINUOUS BARS LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=1 -0" m W Q J J 0 U) 0 W W w= U) O RB FOR SONRY ITS SET ELEV: RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=1-0" LAP TOP PLATE A MIN. OF46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 1ML I I VERIFY HEIGHT OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO OF SLAB SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL TLu�� CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE Q a ` \ ".4 ° _4 v 'd ' • d• ° EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) z - — STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND O } SPACING REQUIREMENTS m V co v a Q uW) Z 8" CMU WALL _ o'-0„ +0. TOP OF SLAB +'. TOP OFSLAB e. v a ° ° e SEE SLAB SCHEDULE Z d ° ° a °. 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • Z ° MATCH STEEL REINFORCEMENT, N PER SCHEDULE W ° a d a 'O A 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFPER SCHEDULEONT FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHA E 12 THRU FOOTING SCA E:3/4"=1'-0" BAR SIZE 48 BAR DIA #3 18" #4 24" #5 30" #6 36" #7 42" Reviewed torCode Compliance ce Universai Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngfrouD.com a� 3 �e w IP VHDIV. 8e LOT:CREEKSIDE PHASE 2 LOT #78 ROJECT: 4sP1 Pnn /n7,9Ri MODEL: 4EHB "2605-HAYDEN" LEFT PACE: DETAILS 60 MPH EXP. ARCHfTECT� STATE OF FLORIDA n_ • v v AUG 2 6 2020 �Ai>!AEL C. ANDERSON AR NO 17305 FPRINT DATE: 08 19 20 SCALE: 1/4"=1'-0" SHEET SI°II` �" ao 0 FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-O" W N Ftee iew.d for Code VI11Vr�SG�1"� 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W V W IS ti 0. a rJ r7 4 E A F: ti 5 ft .un a Z SiTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200- 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. ARCHrrECT-. STATE OF FLORIDA PP AUG 2 6 2020 MCHAEL C. ANDERSON AR NO 17305 FPRINTATE• / 0N8 19 20 CALE: 1 /4"=1$ - 0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM q a 9 e Z_ ° < -4 a N e _ Ia 1 d e e a m a a a < ° z rr — w O U HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0-0" FIN_ FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" w w 0 O >O NEW REINF. BAR a 0 IL SECURED W/2-PART w IZ EPDXY. MIN. EMBED J J J 6", UNO 2 FOLLOW ALL MANF. Q O SPECIFICATIONS FOR _ USE AND Q PREPARATION OF Z HOLE. w � °a ° w A a STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" E I OFFSET METHOD HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" CONTINUOUS METHOD BAR SIZE 48 BAR DIA_ #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS - V-0" aCMU UNIT DIMENSIONS ARE NOMINAL SIZES • MASONRY SYMBOLS l 3 SCALE:3/4"=1'-0" Reviewed for Code Compliance Universal Englnowft Science¢ 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w W U W ti 0. V 4 F A ti IStMDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHrrECT= STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 08 19 20 SCALE: 1/4"=1' - 0" SHEET S1. 2 ���U�U�/��r�l��� /�xx-�nxnnrn��/n�vnu.�� 1.U.ND.ALL STRAPS FOR ROOF TRUSSES TOBE CONCRETE TOWOOD ROOF: S|MPS[)NHETA18W/(01Odx1l/2'HD8NAILS. CONCRETE TOWOOD FLOOR: S|MPS(]NLT/\2VV//8\1Odx11/2'HDGNAILS, WOOD T()WOOD: S|MP5[lNH1UAORLGT2W/lOdx1 1/2''HDGNAILS, F|LLALLHOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |STOBEPER FASTENER SCHEDULE. 3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG'01AND APPLIED |WACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.ALL NAILS FOR TRUSS TOBEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE TOBEGALVANIZED. � 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST-CRETE. CONNECTERS ARE TOBEGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCASl-CRETE CONCRETE LINTELS. 6BOTTOM OFLINTELS ARE TDBEPLACED ATTOP OFWINDOW, DOOR AND CLEAR SPAN OPENINGS. . 7.LINTELS SHALL HAVE 4'NOMINAL BEARING /4"l 8.THE TRUSS FRAMING SHOWN |SSCHEMATIC |NNATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTIONTHE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REV|EVVANn APPROVAL. S.PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDS OFROOF TRUSSES SECURE 2XMEMBERS TDWALL WITH H|LT|X-ZF.POWDER ACCTUATED FASTENER, ZF72P8S3G..177''°x27/8''LONG, WITH WASHER @1B''0.C. 1U.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME O|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 O''O",FINISH FLOOR. UNLESS NOTED OTHERWISE. ` HEADER SCHEDULE MARK SIZE S; DESOFUpnoN I R E=!M A :RK BEAM SCHEDULE 035= INDICATES OPENING BELOW/ T.O_B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/ TO.A. =TOP OF ARCH 13.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING LiL � "CAST-CRETER SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR . PRECAST& PRESTRESSED U-LINTELS 8" PRECAST& PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT 7NW e-S' (54') PRECAST law low 2110 2931 3m 018 OM f4r (54') PRECAST 592 601 1073 44r (540) PRECAST 1207 2D40 2W 3376 4043 4711 5179 MR MR MR MR MR MR MR 224 313@0 48BOgI wm men ell ml Iowa 74� GM PRESTRESSED N.R. Ir-C C208P) PRESTRESSED N.R. 194 54 lr4' CK181 PRESTRESSED lff on MR MR @8THE NUMBERS |NPARENTHESIS REDUCTIONS FOR GRADE 40FIELD ARE ADDED PERCENT REBkR. #8THE REDUCT|ONA NUMBERS|M FOR GRADE PARENTHESIS 4O ARE FIELD ADDED PERCENT RE8AR. -ALL VALUES TAKEN FRom %AFE LOAD TABLEir By cAoTcRETE mAy 2m EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EKOEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURIE-3 SPECIFICATIONS - PROVIDE MINIMUM V OF BEARING PAST EACH SIDL OF WNDOW OPENING PRODUCT CON rROL NOTICE OF ACCEPTANCE F. E'CLP'CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-012603 1 �-LINO, PROVIDE 8B1 WHERE TRUSSES BEAR TOP <]FWALL EL. 10''0" 191 744M.W.1 FIRST FLOC -------------------------------------- 3- SIDES MEN �� BEAM 7�T U� LIFT U����y� ����g|� �m ���� � �������r� PLAN " I tid UK Code Review IA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 Pq 34 STATE OF FLORIDA &U��A5A�8 ��wv�v�w�uAR NO 17305 jp nLL4 Ir ��'h���� ����T��: �~,/�1~��~� �� � ��1/^�� � ���:���—~,»�� ^� � #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/W/ 10" HOOKI--- 30" TYPICAL #5 BAR IN BOND BEAM — OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1 SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 0 r #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK COINER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. 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 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH 7HE TOP OF THE LINTEL 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P05 F�G� 8x16 DBL. BONI BEAN W/(1)#5 O� EACH COURSE • G 8x8 BOND BEAM OP OF • Oe���� W/ (1) #5 BARS ; . BONO BEAM F = FILLED W/ GROUT U = UNFILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND WIDTH /� # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE PgS�F�F NOMINAL LINTEL W/ LENGTH OFIBAR= WIDTH OF P� HEIGHT # OF #5'S. TOP OPENING -2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX 1T/lM/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER r IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS' AND XUXX - lT/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW CIJ I f^nr%lCToI If-%-rinKi SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF: OF BOND. BEAM 1 STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGE IN ELEVATION OF BiOND BEAM OF OP Se BOND BEAM TYP. 8"xl6" BOND BEAM r MASONRY 2 BEAM DESIGNATION' TOP JINGNG _ WOOD SECTION FA3 UER SPACING de =2" MIN, 2 4" MAX sa = 2 t MI N, 9" MAX s, =1 7"' MIN, 2 7' MAX ed = 4" MIN, 2 z" MAX de =2" MIN, 2 y" MAX sa = 2 4' MI N, 9" MAX S, =1 z" MIN, 2 2' MAX" ed = 4' MIN, 2 Z" MAX de =2" MIN, 2 4' MAX sa = 2 4" MIN, 9" MAX s,.=1 z MIN, 2.2" MAX* ed.=t" MIN, 2}' MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 4" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: da =END DISTANCE sz = SPACING BETWEEN ADJACENT FASTENERS INAROW s, = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE *MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. Reviewed tor Gods ComWi� ou niver 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U 03 03 0 0. 14 U r7 W O F A F x I SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605—HAYDEN" GARAGE S VfMG: LEFT PAGE: DETAILS 60 MPH EAP. ARCHrrECT 5. STATE OF FLORIDA AUG 2 6 20X MICHAEL C. ANDERSON� AR NO 17305 PRINT DATE: 08 19 20 SCALE: 1/4"=f-0" SHEET S2•IA FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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'ATTOP OF WINDOW, DOORAND 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 REVIEWAND 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" a 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. TRUSS MANUFACTURER/ ENGINEER NOTES: 1 ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FIRE RAFT STOP 3/4" SU 3-- FLOOR ��, 2X4 NAILER tHr FOR DRAFT PRE-ENG. _ STOP FLR, TRUSS E12Y. VIEW PRE ENG. FLR. JOISTS II �I 3/4" IPLYWOOD�1 1 DRAFT STOP �I PRE-ENG. FLR JOISTS 2X4 N ILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT TOP P AN VIEW DRAFT STOP DETAILS COLUIV N SCHEDULE MARK 312E & BASE PLATE OR REMARK DESCRIPTION INFORCEMENT WD-1 4X6 (3 Y2"x5 Y") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT CONNECTOR SCHEDULE CONTROL DATE: 01/27/2020 MiTek USP - SIMPSON ` MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTEN R HTA 16-18 1625 META-16 1450 (8)10d X 11/2 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d 11/2" 1-PLY, (6) 16d 2-PLY EMBED 4 12)HTA 16-18 2430 (2). META-16 1985 (12)10dx 11/21PLY, EMBED 4" (10)30 xll/21PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2 , (8)16d 2-PLY, EMBED 4"10d (9) 11/2" 1 PLV (8) 16d 2,PLV EMBED 4 HTA 20 1870 HETA-20 1810 (10 10d x 11/2", (8 16d.2-PLV, EMBED 4" 10d (9) 10d 11/2" 1 PLY, (8) ibd 2-PLY, EMBED 4 (2)HTA-20 2430 (2)HETA-20 2035 (12)10d x.11/2", 1-PLY, EMBED 4" (10) 10 x.11/2 1-PLY, EMBED 4 25D0 (10) 16d 2-PLY, EMBED 4" (12) 16 2-PLY, EMBED 4" y C LUGT-2 1555 LGT-2 1885 BLK 5 1 4"x 3 Wed a-Bolt+Anchors WOOD 16 10d O / R ( ) 7 1/1. (I x 2d 4" TITEN WOOD 16 16d / ( ) LUGT-3 3380 LGT3-SDS2.5 3480 CONC(4)3{8"XS Wedge -Bolt+ Anchors, WOOD (12) M25 (12)SD 1/4" x3' TO.GIRDER, (4) 3/8 x5 THENHDTOWALL OHTA-20 2430 DETAL-20 2480 (16)-10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE ' (19) 1 d x 11/2,1 PLY ALTERNATE USE OF (2) HETA-20. ACCEPTABLE MUGT15+ 3945 - MGT+ 3965. (1).5/8"A.T.R. I N HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD) ",, (1)5/9,A.T.R.I N HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD HUGT2+ 9575 HGT-2+ 10690.. WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2)3/4'A.T.R.I N HI GH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3+ 10690 WOOD (8) 10d, MASONRY (2) 3/4"A.7.11 (2)3/4',i A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LPTA 15PARALLEL AR WALL PE 14]0 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (ID)10dx 11/2 (10)10dx I 1-1J2 MUGTIS 394S VGT 4940. (1) 5/8" A.T. R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACEA12) Lod BACK OF TRUSS (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I2. EMBED), (16) SDS 1/4"x3" HUGT 9575 12)VGT 7185 (2J6/8"A.T.R.. IN HIGH STRENGTH EPDXY(MIN. 12" EMBED), (Z)5/8'A.T. R. IN HIGH STRENGTH EPO%V (MIN 12" EMBED),(32) SDS 1/4'x3' MTW 12 965 MTS�12 990 (14) 10d x 1112 , (14)10d (14) 104 X 11/2 HTW 16 1355 HITS161310 (16)10d X11/2,(16)10d (16) 10d X11/2 HTW 20 1355 HTS-20 1310 (24) 10d X 11/2", (20)10d (24) 10d X 11/2" HTW 24 1355 HTS-24 1310 (24)10d X 11/2 , (20)10d (24) 101 x 11/2 LSTA 12++ 930 LSTA-12++ 923 (10)10d (10)10 LSTA 18++ 1235 LSTA-18++ 1235 (14)10d (14) 10 MSTA 18++ 1310 MSTA-19. 1315 (14) 10d (14)10 MSTA 24++ 1640 MSTA-24++ 1640 (18)10d (18)10 y, MSTA30« 2065 MSTA-30++ 2050 (22)10d (22)10 MSTA 36. 2065 MSTA-36++ 2050 (26) IOd (26) 10 KST1236 2765 MSTI-36 3800 (36)10d X 11/2 (36)10 1 X 11/2 KT51248 5105 MSTI-49 5070 (48)10d X 11/2 (48)10 1 X 11/2 LFTA6 980 - HIS 1055 (16) Ed x 11/2", (16) 8d) (8) 8d 10 PLATES, (8) 8d TO STUDS SPT4 875 SP4 825 (6)10d TO STUDS (6)10d TO PLATE (6) 10d x.11{2" TO STUDS - MP34 5251N F1 @ 160% A34 430 (418d x 11/2" TO BEAM, (4) Sd x 11/2" TO POST (4) 8d 11/2" TO BEAM, (4) 8d x 11/2 TO POST: HHCP2 '680 HCP2. 590 (10)10dx 11/2" TO TRUSS, (10) 10d% 11/270 PLATE (12)10 X11/2" ft716A 1020 H10A 1040 (9)10d x 1.112"TO TRUSS, (8) 10d %11/2" TO PLATE (18) t X 11/2 MUGT15&PHD" 4175 VGT&HDU4 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SD 1/4"0TO WOOD, (10)-SDS 1/4'x21/2"W/THREADED ROD,(21 NUTS/WASHER/2 PLY MUIST15 & PHD4A 4175 VGT&HD78 4940 (28)10d TO TRUSS, (10) W59 WOOD SCREWS TO POST W/5/8"THREADED ROD 1 (16FSD 1/4"x3 TO WOOD, (3)-3/4'. STUD BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLV PAU44 2535 6775 ABU 44Z 2300 7750 (1)5/8". A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12115d TO WOOD (l)5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC.,(12) 16d TO WOOD PAU66. 2455 16005 ABU 66Z 2190 18205 (1)5/8" A.T.R. I N HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONC.,(12)1bd TO WOOD (1)5/8'A.T.R. IN HIGH STRENGTH EPDXY, (MIN.7" EM BED.) IN CONC.,(12)16d TO WOOD LTS19 +++ 1205 LTT19+++ 1310 (1) 3/4" A.T.R. I N HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC.,(8)10d TO WOOD (1)3/4'A.T.R. IN HIGH STRENGTH EPDXY, (MIN.7" EMBED.) IN CONC.,(8)10d TO WOOD 1100 LTT20B+++ I500 ,r 1 3 4 A.T.R. HIGH STRENGTH EPDXY (MIN. EMBED IN CONC.. 10 lOdx 1-1 O WOOD. O / N. ( ). ( f _.. /2 T. 1 1 2' (I { A.T.R. IN HIGH STRENGTH EPDXY MIN 7 EMBED. IN CONC.,10 10d TO WO ( ) ( ) WOOD T . HTT45 4160 HTT4 4455 (1)5/8 A.T.R. I N HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC.,(18) 16d X 21/2' (115/8 A.T.R. IN HIGH STRENGTH EFOXY (MIN 7 EMBEQ) IN CONC., 126) 16d X 21/2" HTT45 5005 HTT5 ,5090 (1)5/8"A.7.R. I N HIGH STRENGTH EPDXY (MIN.7" EMBED) IN CONC.,(26) 16d X 21/2" (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY .(MIN.7 EMBED,) IN CONC,(26).16d X 21/2, UPHD11+ 14395 HHD011-SDS 11810 (I)1"A.T.R. IN HIGH STRENGTH EPDXY, (MIN.IF" EMBED) IN CONC,(24) WS3 WOOD SCREWS (111"A.T.A. IN HIGH STRENGTH. EPDXY, (MIN. 10 EMBED.) IN CONC,(24) SDS Y' .2'h"WOOD SCREWS PHD5 A 5A6525 IT 7870 H078 6645 (1)5/8"A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC.(14) WS3 WOOb SCREWS (1)7/8'A.B. IN HIGH STRENGTH EPDXY, (MINT'EMBED.)IN CONC.,(3)3/4" STUD BOLTS TO WOOD (1)7/8"AB IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONCf3)7/8"STUD tTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 533D (1)1{2"' )-BOLT W MIN 6" EMBED &NOT LESS THAN 4" FROM EDGE OF CONC W/ J4" IIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN.5"EMBED INSTALLED IN FACE. (14)10d AT Dig (1) 3/4' EPDXY, A.T.R. IN HIGH STRENGTH EPDXY, (MIN.. 6.75"EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM HU54121F 3615 2710(100%) HUSC412 (WOOD) 3435. 2635(100%) (10)16dT0 HEADER, '.(10)16d TO WOOD. '.. '. (10)16 TO HEADER, (10) 16d TO WDDD 3325 (125%) 3220 (125%) HD4101F(CMU) 1950 3080 HUC410 (CMU) 1RED 4500 (18)1/4 "a 3" WS3 SCREWS, (10) 10d TO WOOD USP(20)8/16 "' TAPPER+,(10) 10d TO WOOD (18)1/4x I 2-3/4. TITEN(9 PER. FLAN GE) TO CMU, (10) 10d TO WOOD HDZIO-21F.(CMU) 1950 3080 HOC210-2 (CMU) 1800 4500 I (18)1/4 "'.x3" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER,, (10) 10d TO WOOD (18)1/ x2-3/4 TITEN(9 PER FIANGE)TOCMU,(10) 10d TOWOOD HD210-31E (CMU) 2795 5015 .(CMU HUC210-3 ) 1800 4500 (18)1/4""x3" W53 SCREWS, (10) 10d TO '... WOOD. USP (2013/16""TAPPER+,(10) 10d,TO WOOD (18)1/ x2-3/4 TITEN(9 PER FLANGE)TO CMU, (10) 10d TO WOOD: LGUM26-2 212S 6065 LGUM26-2-SD ` 1430 1 5595 (4)3/8''X4"Wedge.Balt+ Anchors, WOOD(4)WS3 WOOD SCREWS (4)3/9 4TITEN HD'ANCHORS (2 PER FLANGE)TO CMU, (4)1/4X 2-1/2 SOS SCREWS TO WOOD 4 w w o CJ1E II °EJ3 u 1A L2G'I 3.1 1 = GT I 9A 10B 3"-, p CJ1E II II II II II II II II II JI II II 11 11 II II II 11 II II II II II II II II II II II II II II II II II II II II II II IICOIL 11 J9 ILN)IL J211 a II � J3 II II II II II p II II II II II 11 II 11 II II II II II 11 II II II II II II II nInIII nIIIIII nIniIi uIniIi nInIII 1I11I1 I II1II1II 2Ix4 WOOD W1ALIIII L W/ SYP. NO.2 STUDS IIIIII II1II1 2x4 IQI QD 12O.C. WALL W/ SYPNO.2 STUDS @ 1IIu�III InIIIII IuIIIII IuIIIII ( IuI ^)1 1I1I 12" 2X6 WOOD BM1 n n WALL W/DBL.I J6 STUD UNDER 4 m II II EACHJOIST J4 1 YZ III BI u 4 DBL STUD II II I 1 1 I II n II II — — YI I D I II PROVIDE II AFT IIOPPI IG II WALL W/ DBL. II 11 STUD UNDER ALONG11 n THIS TRUSS AS TO 4 �I II LIMIT APER FBCRTO 0302, 2 II EACH JOIST II ri II II II Ib II �. � �I I_ IL IL II II J7 II n n u n n u n n n PRE -FABRICATED FLOOR �'��II ■ �I .C. _24 O I I I I I I I I I I I I I I (o II II II �I II II I II II II II II II II II II II II II r III IClI II II II II II 11 II II 11 III — II II II II II II II II II II II II II II II II II II II 11 II II II II II GT II 11 =CJ5E 1L_1�_ L 11J-1-1_ 11 1, I II II II I► II y� CJ3E I II II II II II II II -------------- a � EJ6E �� FIRST FLOOR FRAMING PLAN SCALE: 114" In 1'-0" w w w � (h U U U m IIGl 3 BM1 TO CMU WALL W/ SIMPSON LGUM40-SDS W/ (4) V x 4' TITEN HD ANCHORS AND (4) Y4 x 2 V SDS SCREWS TO BM7, BLOCK W/ V PLYWOOD EA SIDE OF BM7. F{eYComplianan e Compce ID Uriivwsal EngirweFin9 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLJSDIV. 8a LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT* 4321.200 078R1 MODEL: 4EHB "2605—HAYDEN GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. ARCHrrECT STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 19 20 SCALE: 1/4"=l'-0to SHEET S 3 {1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 2' NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 Z" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 Z" NAILS TO GIRDER K2, 2x WOOD FASCIA EE ARCHITECTURAL x SECURED W/ (3)16d ALV. COMMON NAILS. K2 SECURED W/ 10d ALV. COMMON NAILS / 2" O/C v1ASONRY BOND BEAM r ' 3EESCHEDULE _ PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR 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" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U.2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U'2705 LBS (2 PLY) DTYPICAL TRUSS/ a GIRDER CR ONNECTOS) SCALE'S/4 SERFS BACIIER BLOCK THICIGIESS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG BOARD SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. 1641 da ' a ' e �a I -JOIST CONNECTION @ L.B.W. SCALE: 3/4"=l'-0" (NO UPLIFT) U OUTER 1/3OF SPAN ONLY BTM. — PLATE DEPTH 1/4*D —HOLE EDGE>5/8" —HOLE DIAMETER <2/5*D SGL. STUD HOLE EDGE >5/8' HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS $ SCALE: 1 1/2"=1' O'' ENGINEERED WOOD TRUSSES-- PLYWOOD SHEATHING, SEE @ 24" 0/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APP�OVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9) 1 Od x 1 z" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER.', PROVIDE 5" W/ 10d NAILS,. 2 ROWS, 3" MINIMUM, CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) g" x 5" TITEN HD TO CMU AND (12) SDS ' �' x 2 J' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2, 2x WOOD FASCIA (2) z' x 5" TITEN HD TO CMU AND (18) SDS 4' x SEE ARCHITECTURAL /MASONRYBOND 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS (2) Z' x 57ITEN HD TO CMU AND (18) SIDS 4' x 3" 1X2 SECURED W/ 10d SCREWS TO GIRDER (EACH TIEDOWN) GALV COMMON NAILS BEA vl 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.) TYPICAL ROOF 2a 2b 2C GIRDER CONNECTOR(S) SCALE:3/4"=1-0" LSTA12 20 GAUGE W/ 10dxl/2 HDG COMMON NAILS. @ EACH END TOTAL Of 10 8�� BAMBLOCK 1HCKNESS 4500 3/4" WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER LVL/1-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16dx 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) .11 # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 4/4I' x 2 1/4 TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d 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 & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR lx4 DIAGONAL BTM CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM CHORD BRACING 6-0"O/C �END WALL OR OTHER kill MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF d< 10'-0" O/C MAXSECURED W/(2) 10d DEPICTED SEE PLAN it ..e a. a. LVL/WOOD POST CONNECTIONS 5 SCALE 3/4"=1'-0 A-:SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 314"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. CON MON NAILS TO HEADER AND (2)10dxl-1/2"GALV. NAILS: TO JOIST FL#17241 B - SIMPSON IUS2.37/16 G 1400 LBS U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT,$" MIN. EMBED (14) 1Od GALV. CON MON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS TO JOIST FL#17241 C-!SIMPSON MIU3.56/16 G 2900 LBS, U < 210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. CON MON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST FL#17241 D-''SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV- COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G 3455 LBS, U < 210 LBS W/ (8) 314"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMO NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=j l; COMMON NAILS AT EACH CHORD INTERS5QTIQNTYP. BTM. CHORD BRACING 6 SCALE: 3!4"=1'-0" 24" 24" MAX. w/ IJ OIST 8" END 8' MAX. SPACING END W/I-JOIST TRUSS BRG. R BTM. OF SHEATHING TYP TYP. vP. ,PACINg V SEE FRAMING PLAN END OF LEDGER BD. MAX MAX MAX 112" EXP. (2) 2X8 SYP P.T. u FROM EDGE (2) 2X12 SYP P,T, 3/4" EXP. BOLT/J-BOLT W/2" LEDGER BOARD. LEDGER BOARD TO BOLT/J-BOLT W/ 2" WASHER & 51/2". TO BE USED 1. ENSURE THAT EXP. BE USED WITH WOIST WASHER & 5112" MIN. EMBED, (TYP) WITH IJOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, 8" ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER i' LEDGER SHOULD LAPAMINOF W — 3. ALL BOLTS TO HAVE WASHERS °o i 4. EXP. BOLTS/J-BOLTS. SHOULD 2X12 i' NOT BE ANY CLOSER THAN 6" SYP PT S - Z_ O/C, - z 00 5, ONLY LEDGER INDIRECT (2) 2X8. CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENM&SPACING A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGEFJ DETAIL ALE 3/4'=1'-0 SCALE: 314"=V-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" {1 " BRACE 30'-1" TO 60'-0 (3)" RACE (1) "X" BRACE @ CEN R (2) "X" BRACE DIVIDED ALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWE TRUSSES WHERE X-BRACING IS PR ENTAT 4'-0" (AT S ATHING S MS) NC 8 PT. PLATE / 1/2" DIA. OR BOLT W/ 2" SHER SET IN HIGH TRENGTH 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) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS 3Q0" L THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Enyineedng ID Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-502-3591 www.abdesigngroup.com AA #: 0003325 F W D3 94 W 01 Fes, 0. r W 4 F A i StMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605—HAYDEN" QARA0E SWING: LEFT PAGE: DETAILS (I JOIST) 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08/19/20 SCALE: 1/4"=1'-0" S3. IA 1 NOT USED 1 SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS — PLYWOOD FLOOR SHEATHING --- -JOIST WALL / I -JOIST SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS EACH END • SIMPSON SPH4/SPH6 BTM. LVL PLATE STRAPS W/ 10d x 1 /2""DGNAILS FLOOR FRAMING, PARALLEL TO WALL SCALE, 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.: «� STAGGERED OFF = CENTERLINE 3/4" AS SHOWN N� 8" CMU WALL REINF PER PLAN PER ELEVATION '• 3/4" 3 O z N SCREW PATTERN I-JOOcz.1 N FRAMING NG PLAN Q w PER ELEVATION N rz 2 2x4 P.T. WI MASONRY NAILS —DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE. 10/S3.1A. @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LOW; @ 3" O.C. STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE; 10/S3.1A. 111 8" CMU WALL REINF PER PLAN s" /4 3 " PER ELEVATION 3 SCREW PATTERN U) O c�a 0� ZI�5 w PER ELEVATION N t3 z I -JOIST (SEE 24" MA ) 2x4 P.T_ CEILING FRAMING PLAN NAILER W/ MASONRY NAILS @ 12" O.C. X2FIRE-STGP SECTION DETAIL AT I -JOISTS PARALLEL ^ TO EXTERIOR WALL `� SCALE: 3/4"=1'-0" NOT USED 5 NOT USED NOT USED 6 7 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C_ (AT STRAP TRUSS TO PL. PRE-ENG SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/TRUSS PLAN •�`' TRUgSTOTOP PLATE 5/8" GYPSUM BOARD OR 112" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" �:r. A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH a U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP — 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM, PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE oo PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM - 1/2 " GYP. WL. BD. +0 } AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SETSTRENGTH" TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 10a 10b 10c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ' ' a <le 8 ° TRUSS TO POST CONNECTION SCALE e A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • ! ( ) .NAILS. fte ieb �d for Coda B - SIMPSON HTS-20 U < 1310 LBS W/ 20 10d GALV < C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TCJ TRUSS W/ (16) �O` t„yin aft 1/4"x3"SDS, (1) 5/8"" A.T.R. TO HDU4 AND (10) 1/4" h 2 1/2" BIDS TO POSipUp1wljdi pierces TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNEMON 9a gb SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1.900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,33: W/5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U 4.565 W/ 518' A.B. WITH MIN_ 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS i`O POST. 2194 HWY A1A, SUITE J30iINDIAN HARBOUR BEAFLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.c AA #: 0003325 W y U W 0 F a U h W A F A FF ti SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 mODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) 60 MPH EXP. ARCHITECT: 'STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08/19/20 SCALE: 1/4"=1'-0" S ZEEET S3. 1 B SIDE VIEW VTCR SPACING (1) AT EA SKI a,_m C PRE -ENGINEER` VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code Compli'tnc9 Univer6al Gn9ineerin9 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F 914 U W F 4 V W 4 F A F ti SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCHrrECT- STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 08 19 20 DATE: / / SCALE: 1/4"=1'-0" SHEET S3o c 2'-8" In 39'-8" 14'-0" 17'-4" 5-8" L----------------------- 7'-0" 7z T-4" 5.4" 21'-8" 18'-01, 39'_81, SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" I Revievwed for Code caniS�Vance Universal Engmeerinfl belel1Ce3 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 14 F W y U W 0 F 0. V h W Q F A F: ti SUBDIV. 8o LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. ARCHfTECT-. STATE OF FLORIDA AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 J PRINT 08 19 20 DATE: SCALE: 1 f 4"=1'-0" SHEET S 4 w ti 2r 5 a" L ---- ------ ------ g_2 13'-0" 1p ')" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" is N op N Reviewedfor Code COmp11a1106 Univarsal Englnowft Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup'.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. ARCHrmcT-. STATE OF FLORIDA swx�� AUG 2 6 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 19 20 SCALE: 1/4 11=19— 0'' SHEET S4.2 �����||���WK������� / /�/—�nm//n�� o��^n�~��� 1 U.NO.ALL STRAPS FOR ROOF TRUSSES TOBE CONCRETE TOWOOD ROOF: S|MPSONHETA1GVN(Q)lOdx11/2/HOGNAILS. CONCRETE TOWOOD FLOOR: 8|MPSONLTA2W/(8)1Odx11/2"HDGNAILS, WOOD TOWOOD: � S|&4P8ONHiO&ORL8T2N01Odx11C2'HDQNAILS, FILL ALL HOLES. 2 ALLPLYVVO{)DF{)RVVALL/\NDRODFSHEATH|N 8|3TOBEPER FASTENER SCHEDULE � 3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG'01AND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.ALL NAILS FOR TRUSS TOBEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE TOBEGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST'CRETE .� CONNECTERS ARE TOBEGALVANIZED. 5.LINTELS AND MASONRY BEAYNSVVEREDGG|GNEDBASEDOMCASl-CRETE CONCRETE LINTELS. 6.BOTTOM QFLINTELS ARE TOBEPLACED ATTOP OFWINDOW, DOOR AND CLEAR SPAN OPENINGS. 7.LINTELS SHALL HAVE 4"NOMINAL BEARING (4"). D.THE TRUSS FRAMING SHOWN |GSCHEMATIC |NNATURE. 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 REV|EVVAND APPROVAL. 9.PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDS OFROOF TRUSSES SECURE 2xMEMBERS TOWALL WITH H|LT|X-ZF.POWDER ACCTUATED � FASTENER, ZF72PD838. ,177' °x27/R"LONG, WITH WASHER @1G''O.C. 1U.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ONEACH END � � UNLESS OTHERWISE SHOWN DIFFERENT. 11.WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. l2,ALL ELEVATIONS ARE REFERENCED FROM U'^D".FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCIUPnoti REMARK iBEAM SCHEDULE RRRRRM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH/ TO.S = T—OP OF SLAB ABBREVIATIONS E.E. EACH END, O/C = ON CENTER, F.E.S. ;TFROM EACH SUPPORT, T.O. = THROUGHOUT fc REINFORCEMENT STIRRUPS MARK DESCRIPTION SIZE (psi) W'xH' REMARKS BTI M] TOP] MID SIZE SPACING _N/A GROUTED SO ID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST& PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST& PRESTRESSE6 LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH SUS TYPE SUB 1247 IOU I= Wy THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM %WE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCRED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MAIkIIUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF VWNDOW OPENING � � Bosom Rafflem GT — U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" tq GT GT SECOND FLOOR LIFT BEAM PLAN Reviewed for Code Compliance Univer�al Engines" Sciences ��D[�� ���0�� /' ���� �Z IJ�y' �����—�I.�7��l�� STATE OF FLORIDA FIPEUNT DATE: 08/19/20 HEET CONNECTOR SCHE MiTeK USP DES. UPLIFT GRAVITY HTA 16-18 1625 (2) HTA 16-19 2430 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS; FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP 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 REVIEWAND 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1: ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. �TENER 10d X 11/21" 1-PLY, (7) 16d 2-PLY, EMBED 4" ) Ind x 11/2" 1-PLY, EMBED 4" COLUM SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 X" x5 X") SYP. TT4 W/5/8" CIA x5" 5/S3.1A PT., WOOD POST EXP. BOLT USE HTA 16 1870 HETA-15 1810 1 (10) 10d X 11/2", LED 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (2) HTA202430 (2) HETA-20 2035 (12) 10d x 11/2", I -PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" LU6T-2 1651 LGT-2 1811 BLK (5) 1/4 x 3' Wedge-Ball+Anchors, WOO D'11)10d LUGT-3 3380 LGT3-SD52.5 3490 CONC (4) 3/8 X 5' Wedge Bolt+Anchors, WOOD (12) W525 DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2,1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE MUGT15+. 3945 MGT+ 3965 (1)5/8"ATR IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WDOD) HUGT2+ 9575 HGT-2+ 10690 WOOD(8) 10d, MASONRY (2) 3/4" A.T.R HUGT3+ 98W HGI-3+ - 10690 IWOOD(8) 10d, MASONRY (2) 3/4"A.TR LPTA 1510 PARALLEL TO WALL. 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (10)10d x 11/2 MUGT15 3945 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4)10d TOP/(6) lod FACE/(12)10d BACK OF TRUS HUGT. 9575 (2). VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d MTW 12 965 MTS-12 990 (14)10dx 11/2", (14) Lod HTW 16 135S HTS-16 1310 (16)Ind X 11/2",(16)10d. HTW 20 1355 HTS-20 1310 (24) 10d X 11/2", (20)10d HTW 24 1355 HTS-24 1310 (24)10d X 11/2",.(20)10d. LSTA 12 ++ 930 LSTA-12 b 925 (10)10d LSTA 18++ 123S LSTA-18++ 1233 (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14)10d MSTA24 + 1640 MSTA-24++ 1640 (18)10d VISTA 30++ 2065 MSTA-30++ 2050 (22L 10d MSTA36++ 2065 MSTA-3 2050 (26)1Dd KST1236 2765 MSTI-36 3800 (36) 10d X 11/2 KTSI248 5105 MSTI-48 5070 (48)Ind X 11/2 LFTA6 980 H6 1055 (16)8dx 11/2", (16) SPT4 875 SPA 825 (6) 10d TO STUDS (6) 10d TO PLATE MP34 525 IN Fl @ 160% A34 430 (4) 8d x 11/2 TO BEAM, (4) Ed x 11/2" TO POST. HHCP2 580 HCP2 590 (10) 10d x 11/2 TO TRUSS, (ID) 10d X 11/2" TO PLATE RT16A. 1020 H10A LOAD (9) 10d x 11/2" TO TRUSS, (8) 1Dd X 11/2" TO PLATE MUGT15&PHD4A 4175 VGT &. HDU4 4940 : (28)10d TOTRUSS, (10) WS3 WOOD. SCREWS TO POST W/5/8"THREADED ROD MUGT15 & PHD4A 4175 VGT & HD7B 4940 (28) 10d TO TRUSS (10) WS3 WOOD SCREWS TO POST W/ 5/8". THREADED ROD PAU44 2535 6775 ABU 44Z 2300 7750'-(1)5/8"ATR IN HIGH STRENGTH EPDXY, (MIN. 7" EM BED) IN CONC., (12) lbd TO WOOD PAU56 2455 16005 ABU 662 2190 18205 (1)5/8"ATR. IN HIGH STRENGTH EPDXY, (MIN.7"EMBED) IN CONC., U2)16d TOW000. LTS19+++ 120S LTT19+++ 1310 (1)3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONIC.,(8)lDd TO WOOD LTS20B+++ 1100 LR20B+++ 1500 (1) 3/4' IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED) IN CONC,(10)1Dd x'1-1/2 TOWOOD a H745 4160 HT74 4455 1 (1)5/8"ATR. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC,(18) Ad X 21/2' H745 5005 HT75 5090 (1)5/8"ATR IN HIGH STRENGTH EPDXY (MIN.7" EMBED) IN CONIC,(26)16d X 21/2" i UPHD11+ 14395 HHDOl l-SDS 25+ 11810 (1)1".A.T.R. iN HIGH STRENGTH EPDXY, (MIN. 10" EMBED). IN CONC., (24) WS3 WOOD SCREWS PHDSA 6525. HD7B. 6545 (1) 5/8' A B IN HIGH STRENGTH EPDXY, (MIN 7 EMBED) IN CONC. (14) WS3 WOODSCREWS TOM 7870 (1)7/8"A.B IN. HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8",STUD BOLTSTOWOOD NFM3SH12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1)1/2" 1 BOLT W: MIN 6 EMBED & NOT LESSTHAN 4" FROM EDGE OF CONL W/ 3/T DIA ITW RAMSET/REDHI DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST HU54121F 3615 2710(100%) HUSC412 (WOODI 3435 2635(100%). 16d TO HEADER,.(10)16d TO WOOD 3325(125%) 3220(125%)(10I HD410IF'CMU' 1950 3080 (CMU HUC44�1430 ED0. 4500 LIST 1/4 x 3 WS3 SCREWS, (10) 10d TO WOOD. USP (20)3/16""TAPPER+, (10) 10d TO WOOD' HD210-21F (CMU) 1950 3080 EHUC210-3 800 4500 (18)1/4 x3 WS3 SCREWS, (10)10d TO WOOD. USP (20)3/16""TAPPER+, (10) 10d TO WOOD HD230-31f (CMU) 2795 5015 800 9500 ` (18)1/4 x3 '. WS3 SCREWS, (10)SOd TO WOOD. USP (20) 3/16"" TAPPER+, (10)10d TO WOOD LGUM26-2 2125 6055 LGUM 5595. (4) 3/8" X 4" Wedge -Bolt+ Anchors, WOOD (4) WS3 WOODSCREWS FASTENER (8) 10d x 11/2" 1-PLY,.(6)16d 2-PLY EMBED 4" (10)10d x 11/2" 1--PLY, EMBED 4" (9) 10d x 1112" 1-PLY, (8)16d 2-PLY, EMBED 4" 10d x 11/2" 1-PLY, (8) 266 2-PLY, EMBED T, I) 10d x 11/2" 1-PLY, EMBED 4' ')16d 2-PLY EMBED 4" -114' x 21/4" TITEN, WOOD (16)16d SDS 1/4 x3 70 GIRDER (4) 3/8". X 5" TITEN HD TO WALL ,) 10d x 11/2 1PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE 5/8"ATR IN HIGH 57RENGTH EPDXY (MIN. 12" EMBED), (22)10d TO WOOD 3/4"ATR IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)10d TO WOOD 3/4"A7R IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)10d TO WOOD )10dx 11/2 5 8"ATR IN HIGH STRENGTH EPDXY MIN. 12 '.EMBED 16 SDS 4"x3" 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(32) SDS 1/4"0" l) 10d X 11/2 i)10d X 11/2 l)10d X 11/2"- l)10d x 11/2 ))10d A 10d l)10d ,)10d 10d 10d 10d X 11/2 :110dX 11/2 Sol TO PLATES, (8) Ed TO STUDS 10d x 11/2" TO STUDS Sol 11/2 TO BEAM, (4) 8d x 11/2" TO POST. . ') 10d X 11/2" L 10d X 11/2 IpSDS 1/40TO WOOD, (10)-SDS 1/4"x21/2"W/ THREADED ROD, (2) N UTS/WASHER/2 PLY I)-SDS 1/4x3 TO WOOD Q3)-3/4"STUD .BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY 5/8" A T R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC, (12)16d TO WOOD 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC, (12)16d TO WOOD 3/4" q T R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC, (8)10d TO WOOD 1/2". A T R. IN HIGH STRENGTH. EPDXY, (MIN. 7" EMBED.) IN CONC, (10)Ind TO WOOD 5/9"ATR IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC, (26)16d X 21/2" 518"AT R. IN HIGH STRENGTH EPDXY (MIN. 7 EMBED',) IN CONC.,(26) 16d X 21/2." 1" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 10" EMBED.) IN CONIC., (24)SDS Y" x 2A" WOOD SCREWS 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED.) IN CONC., (3) 3/4' STUD BOLTSTO.WOOD 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 675" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HI )XY,(MIN. 6.75"EMBEDMENT) IN C.M.U. FACE,(18) 10d TO BEAM .)16d TO HEADER, (10)16d TO WOOD )1/4 x 2-3/4.. TITEN PER FLANGE) TO CMU,(1D) 10d TOWOOD. )1/4" x 2-3/4"TITEN (9 PER FLANGE) TO CMU, (10) l TO WOOD: )1/4 x 2-3/4" TITEN (9 PER Al TO Cl (10)19d TO WOOD: 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) 70'CML), (4)1/4 X2-1/2 SDS SORE WS TO WOOD 1 IN 1A U U U .. .. CJ/.. .. .. .. CJ1 iI II II I I fi'r CJ3 a II I) II II fl II II II II II If II II I) CJ5 tiA Apc - �\e GT / 6 IA5 I I I I IA3 PRE -FABRICATED OOF -� A2 TRUSSES @ 2 ' O.C. !2; TYPEN RIDGE _ _�_ / �\Q --- A3 --- I ATTIC A4 _ - _ _ ACCESS _ _ A5 XAS I I I I GT 11 1 11 11IIIl1 B1 LI!III CJ5 GT I. B2G N11 A CAgg \e wwWTICwl wll wll CJ5 11 11 11 11 11 ll q CJ3A CJ3 = n II II II II II u CJ1 IL II II EJ7 II IIof II y of of of of of-_�__- • --__ _.. �_ _._-_._� <' M LO L0 V U U U U ROOF FRAT SCALE: 1/4"= 1'-0" ING PLAN il= 2 U O Oq co o X N OUd It- Fn 0 j Z z U 0 m a� O 2 U 1A 71 O U O 09 m p � N OU LL z ZU Q Ow ca Q ❑ ❑ O 2 U 1B ® Reviewed for COds CDrtlpBarlce Universal Enomes LO Sciencol 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 0 F 0. U G F A 64 ti SUBDIV. 8e LOT: CREEKSIDE PHASE '2 LOT #78 PROJECT# 321.200 /Ol MODEL: 4EHB 2605-HAYDEN GARAGE SWING: LEFT PAGE: - ROOF FRAMING PLAN AND NOTES ) , 60 MPH EXP. C " , 00 Q _ ARCHrrECT- STATE OF FLORIDA , AUG 2 6 2626 Mli"EL C. ANDERSON L AR NO 17305 PRINT DATE: 08 19 20 SCALE: 1/4 -1'-0'1 z1a I•J GABLE- END • • f • • • • r • • r fas ..0 0 "0 O DO O DO 0 00 00 00 O 000 00 00 �0 00 0 00 00 v0 C ?0 0000 00,P 00 �0 2 00 00 z 00 � �0, 0 000 z O 0 :1 z 00 000 0 00 O�. 1 O 000 00 0000 000 O 00 �® 00 000 000 00 000 O 0 3 0000U000000000000,0000� 3 HIP ROOF >K ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33,79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77,16) "A'= 4'4' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16 O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX 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 @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE E':'�ID. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES W J_ Q (n. . Z UJ Z (D =) O Uw Ya U d ( D /V J ,.. - I Z Q Q z co Z LU Z D LU 1: Y • 2 Z U. J Q U O Z Z Y @z = w U Y U) U Cw7 LU Zft W V�� uJ S U F CJ J) O Z00 w co z 0 a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST FRAMING SPACES AT EACH END. RAFTER OR TRUSS -� ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD vwq Sd RING SHANK GUN NAILS @ 12"O.C. IN FIELD or 8d x 2'1/2"SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.r N FIELD TYP.'3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED M GE ERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 314" WOOD: STRU ARCHITECTURAL, TURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND MECHANICAL ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCH ON S TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS,. AND OTHER DETAILS NOT SHOWN RUCTURAL DRAWINGS APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION': ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 3 8-14, BUILDING CODE REQUIREMENTS REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FORSTRUCTURAL-14,RU CONCRETE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED AN ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD .ACI FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND. SEALED WITH ADHESIVE. TAPE. PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL 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 FORNI-WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF0.42PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE 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 THAN %" OF HEARTWOOD. .ALL D MENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOTSCALE THE DRA NGS'FOLLOW WRITTEN DIMENSIONS ONLY,. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th 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 STRUCTUR L.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BYO HERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING - IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND - ',, UNTREATED WOOD SHALL NOTE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQU NOES 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, WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE.PLACED IN ACCORDANCE UVITH THE ACI TEMPORARY BRACING GUYS OR TIE -DOWNS. WOOD TRUSSES:. TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLAPS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS" THE NFPA. SHALL SIGNED AND E STRESS -GRADE REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS FLORIDA.TRUSS E NOTEDDESIGNS O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN'IDA. SEENOTED FOR SHOP DRAWINGS. E DON T SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCINGSTEEL: I CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO W�RK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTMIA615 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 SPECIJICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. H AND VERTICAL BARS SHALL LAPBAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S RIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPINVTCA BCSI 1" .6 x COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR -.36" 10 psf BTM CHORD -non-concurrent #5 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 WfTH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING�. (7 psf w/ ASPHALT SHINGLES) . (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD': TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HENGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. (DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD 3- SECOND GUST 11 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL FBC R201BDYPIi (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORYIp LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED - DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR). WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS: 40psf GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VVEHIEHI LE GARAGES: R SOpsf,OOMS OTHER THAN SLEEPING ROOM: 40psf;5 .SLEEPING ROOM30psf, STAIRS: MASONRY; : PLAN SHOWING COMPONENT LAYOUT.: SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 0psMASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIRE ENTS 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 COMMENTARI S), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF TF E CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE. MASONRY STANDARDS JOINT COMMITTEE'S PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL S OP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm -.1500 PSI. BLOCK SHALL BE P ACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRA NGSSUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN'.THE FORM RUNNING BOND UNLESS OTHERWISE NOTEDLAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS . BEFOREALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL. MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS. WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS - DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE. ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAX MUM 3/8" WRITING BY THE ARCHITECT COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PMPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MOD( LED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557..TREATALL 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 MEETTHE', GEO- ECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS) U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINIMUMM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL .STRUCTURAL STEEL: BEM DE BY THE GEO-TECH ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CO CRETE: TUT OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL 9TH EDITION, BY THE AMERICAN INSTITUTE BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A L 500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B; TYPE E OR S, Fy = 35 ksi. TUBE AN6 PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP: 3 000'iPSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307BOLTS WITH DOUBLE -NUT LEVEL�NG. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE. TURNED ELEMENT. OLTS SHALL - CONCF ETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. - BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM 0-94 OR MEASURING, MIXING, TRANSPORTING, ETC, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCF ETE TICKETS SHALL BE TIME STAMPED. WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDEE TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQU( RED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A. 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER', 1-1/2" FOR #5 AND SMALLER 2"FOR #6 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS `. 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS F STENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 8" O/C 1 1/2" EMBED., 4" END DIST, MASONRY/CONIC. NAIL 1 1/2' LONG. 6�� O/C TO MASONRVICONC. O WASHER FASTENER - 1112" EDGE DIST. SGD, AL. EXT. DOORS CASE HARDENED COIL 9.1 O/C WIND W/DOOR/ FASTENED GARAGE DOOR BUCK ]1/2"DIA. W, EXPANSION BOLT 24" O/C 4" EMBED 4" END DIST., Ix PT, SEE NOTE 6 NAIL 1 1/2" LONG. -STAGGERED INTO MASONRVECONC. TO MASONRY/CONC. WASHER 3" EDGE DIST. CONTACT. THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 91 DID WIND W/DOOR/FASTENED METAL STRAP TO Ix PT, SEE NOTE NAIL 1112"LONG STAGGERED IN OMASONRY/GONG MASONRYICONC. REQUIREMENTS . EXTSWING DOOR 2) 3116"DIA TAPCON" 1 12" EMBED 8" END. NON -BEARING WOOD 12"" EXPANSION 24 DID "EMBED . 4" END 4 BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER 18 O/C DES 1 4IZ" EDGE DIST. WALL TO CONC SLAB WI WASHER BOLT ' DIST, 3" EDGE DIST 2x PT WINDOW BUCK 0.130°PAF x 2 1I9" 9" O/C 4' END. DIST. 1 1k" PT TO STEEL COL., SEE WI WASHER STAGGERED EDGE DIST: NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BEAS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED ��JJ 4. PAR SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED EREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE OA 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 1x ME48ERS`ARE NAI LED AND 2x MEMBERS ARE SECURED Wl TAPCONS OR PAF TO THE SUBSTRATE. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA, 32937 PH: 321-802-3591 www. a bd esi gngrou p. com AA #: 0003325 EI 'r : a zap I I I i SLJSDIV. iaallll,` - CREEKSIDE PHASE 2 LOT #78 PROJECT# 4321.200 078R1 MODEL• 4EHB "2605-HAYDEN" LEFT PAGE: DETAILS Y MPH EXP. ram IL • tiR �h i Planning &Development Services Department m tsunog aL negurdr.runy vrviarun w Y - .. ......... '-� Product Review Affidavit Building Design Product. Design - FL# or Miami -Dade FLORIDAPRODUCT REVISION EXPIRATION : Product Model # Manufacturer Glass Description Method of Pressure Pressure. APPROVAL REVISION DATE 1/4" concrete screw 6" edge distance@ head, 4" edge distance @lamb,4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @' head and jamb, N/A Min. embedment of all anchors to be 1 1/4" (+36) / (47) (+67) /(67) FL5891.2 R6 12/31/2021 Swing door > Smooth 5tar. Therma-Tru Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 113/4" o/c at jamb,. 16" @ head. 1 1/4" embedment. Type 11. 3/16" or 1/4" ITW: concrete tapcon anchor: 6' max, from corners, 7 1/4" o/c atjamb, 10 1/4" @: head. 1 1/4" embedmerrt. Two additional tapcons midspan and one at lower frame required vertically each side: (+38) j (48) '.. (+SQ) /.( 50) FL16103.1 R14'. 2/28/2021 SH Window Ply Gem.1.500- Ply Gem :Non Imp ct Install. per manufacturers recommended requirements. Type1.3/16" or 1/4 ELCO Ultracon anchor G max, from corners,14" o/c a t jamb;;10" @ head. 1 1/4" embedment. Type II' 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4' embedment, Eight additional tapcons top and bottom required horitontally, one midspan vertically each FL16100,1 R7 11/30/2022 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. install per manufacturers recommended requirements.. N/A N/A Type 1. 3/16" or 1/4' ELCO Ultracon anchor 6' max. from corners, 14" o/c at jamb; 16"` @ head / sill. 1 1/4" embedment Type IL 3/16" or 1/4' ITW:concrete tapcon anchor. 6" max. from corners, 81/2" o/c at jamb, 101/2" @ head/sill. 1 1/4' embedment. Five additional tapcons Lop and bottom required horitontally,Lwo midspan vertically FL16104.2 R5 11J30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+3$) / (4$) (+55) /`(-55) 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6' max o/c from corners and 20 3/4' max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL1a634.a R4 1Z/31/2022 Sliding Glass Door Builders Series 4780 w/ Ply Gem Non Impact (+33)/ (41) (+50) /(-50) Sill Riser 1/4' concrete screw 6" edge distance@ head, 4" edge distance @ jamb, 4' each side of transom centerline to bucking, Fastener spacing @ 15 6/c max. @ head and jamb. 12/31/2021 Opaque single Smooth Star' Therma-Tru N/A Min, embedment of all anchors to be 1 1/4" (+36) j (-47) (+47) / (-47) FL20461.17 R4 door with transom DoubleGarage(+29 3/8" x Z 3/4" Hilti sleeve anchors 6' from ends 22' O/C )/ (35) (+36) / (-42) FL1610Z3 R11 12/31/20Z0 16.2x7 73 W6 Clopay N/A,I Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 318" dia, heads, long enough to penetrate through plywood or 3/4' into boards: Use 4 nails per shingle placed 64/8' above the butt edge, approx. 1" and 13" from each end and 1/2" FL7006.-1 R10 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) / (-47) N/A, into shingle surface. Miami -Dade approved corrosion risistanttin caps and 12 go. 1 1/4" annular ring j N/A shank nails spaced 6"O,C-at all laps and three staggard rows fastened 12" O.C. in the N/A FL15216:1 R7 12/31j2020 Underlayment Rhina`U,20 Intervveb field. - Position Vent Flange beneath loosened shingles: aligned w/ deck opening. Apply ASTM D 4586 or ASTiVI D 3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath theshinglesand allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized orslainless steel roofing nails having min 12 go shank, min 3/8" diameter head and sufficient length Lo penetrate through the sheathing (ring skunk nails shall be used in the HVHZ). Nails shall he located 1' from Lhe edge of the flange and 8"O.C. along all R2 9/9j2026 Off Ridge vent OFF -RIDGE VENT WITH TAMCO N/� foursrdes of the vent. All exposed fasteners shall he sealed with roofing. N/A < N/A ; FL169183 BAFFLE cement/mastic. all loosened shingles shall be adheared dawn with roof cerrent/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpretations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the VentFlashing. Install in location under shingles to roof deck. Fasten Base Flang to Decking using 11/4" Ringishank Nails. Fasten Base Flange w/(1)'nail ea comer@1" from edge. Fasten each Side of Base Flange using (3) nailes spaced nominal 5" apart and 1" from edge Fasten Top and Bottom using (3) nails spaced a nominal 5" apart and 1 from edge fora total of22 FL3792:4. R12 8/16/2021 Roof Vent 770-D Lomanaco N/A nails 'Seal all seams and nail heads and loose shingles Referto and follow ALL NjA NJA (altema te) Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpretations of this Installation Method, AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161.1 NONE: 12/31/2020 Soffit Variform Soffits PlyGem N/% FL24161.1 (+31.6) / (-38.8) (+77,0)/(-73,6) 1/4" x 20 stainless steel or ELCO Pahelmate With minimum embedment @ 1 3/4" in concrete / masonry, 2 1/2" min edge distance, 12" O/C max. spacing. Can he headed FL16Z93.1 R2 12 312020 / Hurricane Panels 24 GAGE Hurricane Storm N/ , screw oraII Lhread but with wing nuts. N/A + or- 20 p•s:f, Less than 6' span panel MFG. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o% max. spacing, Can be headed N/A +or-2Qps.#. i FL16293.1 R2 12/31/2020 6" span or more 24GAGE panel MFG. N, screw or all thread but with wing nuts. Install permanufacturers: rccommended requirements. Reviewed tor CMM compliarim uruverual En9yaw" N/A' NA, ` r" FL17147,1 R4 6 7 2021 � / Zip System Sheathing ' Wall 8 Hbr Huber N A / �enoes Sheathing g CONTROL. DATE 08.11310 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 W U W 1�I I— Q F rY t W q U a 04 � s ST LUCIE COUNT, '. MASTER PA acoDZILA EXPRlas...: rI SHINGLE ARCHfTECT= STATE OF FLORIDA "Z/ AUG 2 S ID2P ` HCHA01 IP9'ffi N NO i-�aas PRINT DATEO 8. {�