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HomeMy WebLinkAboutFLOOR PLAN & ELEVATIONSHARDIE PLANK SIDING WINDOW PER PLAP ALL PROPOSED ELECTRIC RUNS TO (E) HOUSE PANEL .D„ 14' 0" -:f■• l SHED 196 SF 2O-00"-/ ^ _6„- 2O-0°-/�-3'-9 1 PROPOSED FLOOR PLAN E SCALE: 1/4" = 1'-0" 0nn= RAA=0l Ai o PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" � PER PLAN PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" r JALS WINDOW PER PLAN HARDIE PLANK SIDING COLUMN PER PLAN iI DOOR SCHEDULE NO. TYPICAL SIZE LOCATION WIDTH IHEIGHT TRANSM THK. OEXTERIOR DOOR ® NORTH SIDE 2'-8" 6'-8" 13a' 2 EXTERIOR DOUBLE DOOR ® SOUTH SIDE (2) 2'-6" 6'-8" NOTES: 1. DOOR HARDWARE AND FINISH SELECTIONS TO BE MADE BY OWNER. 2. ALL EXTERIOR DOORS SHALL MEET MIAMI—DADE COUNTY PRODUCT APPROVAL CONTRACTOR SHALL SUBMIT ALL APPLICABLE LITERATURE TO BUILDING DEPAF TYPE MATERIAL FINISH THRESHOLD JAMB LOCK TYPE REMARKS D. P. SOLID STEEL WHITE EXTERIOR METAL WITH WOOD HURRICANE RATED +36/-48 METAL STRIP SOLID STEEL WHITE EXTERIOR METAL WITH WOOD HURRICANE RATED +33/-42 METAL STRIP T'FOR APPROVAL. WINDOW SCHEDULE MK. SIZE DESIGNATION TYPE MATERIAL REMARKS D. P. WIDTH I HEIGHTTRANSM I THK. O 2'-0" 2'-6" — — SHED SINGLE HUNG WHITE W/ IMPACT RES. GLASS LOWE UV-60 SCH630 GLAZING TO BE TEMPERED PER FBC. +34/-45 NOTES: 1. ALL WINDOWS IMPACT RESISTANT LOWE GLASS, AND SHALL MEET MIAMI—DADE COUNTY PRODUCT APPROVAL STANDARDS. CONTRACTOR SHALL SUBMIT ALL APPLICABLE LITERATURE TO BUILDING DEPARTMENT FOR APPROVAL. 2. EGRESS WINDOWS SHALL COMPLY w/F.B.C. 2010 SECTION R310.1 (SILL HEIGHT, OPENING AREA, OPENING WIDTH, OPENING HEIGHT) 3. FIELD VERIFY ALL DIMENSIONS OF WINDOWS IN EXISTING OPENINGS 4. ALL DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 5. GLAZING TO BE TEMPERED PER FBCR 308 WHERE REQUIRED. LEGEND CEILING MOUNTED RECESSED LIGHT 110 V. RECEPTACLE WALL MOUNTED SCONCE $ LIGHT SWITCH N✓ / / WIRE INDICATION $' LIGHT SWITCH Dnnr RflA=D[Ai o PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" -S HARDIE PLANK SIDING WINDOW PER PLAN HARDIE PLANK SIDING ULu J 555WI1J K 0 2 SCANNED BY -St. Lacip i''n), 4!! n NOTE: IF SHEE F IS NOT 24"X36", IT HAS BEEN REDUCED OR ENLARGED, USE GRAPHIC SCALE. 0 1 `-\,ZCENSF No. 61000 STATE OF ..' 4ORIOP.. co O N W NIM W - Q L O Lo O m WNM r- N`v° W C9 0 C0 -- N �JO('M LL O my U) M a s (0 f� T^ O QN N Z U Nm w Of Oa cCMo2X Wm LL.' 0OWdlL Zw Q W _ N SUM =�# v m U Z¢ 06 (D Of Z iM26E Wiz Wjz Zww (D _ J Z lz m D '■ ¢ m Z Ell 0 Z az J O LLJ O —i OW J LL W o U D' z O LL LLJ (n Nw L LL QNL c LL Q o W W = c O Q z w co Q O w LL. - e o, 07-13-2018 SHEET A IA OF 3 I PERMIT SE1 N ti r CD c6 STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: 1. WIND DESIGN: WIND SPEED (MPH) V(ADJ)=127 V(ULT)=160 RISK CATEGORY II EXPOSURE CATEGORY C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.18 TOPOGRAPHIC FACTOR KZT =1.0 2. DESIGN LIVE LOADS: ROOF LIVE LOAD 20 PSF 3. DESIGN DEAD LOADS: ROOF DEAD LOAD 10 PSF 4. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/ ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. 5. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACING/SHORING. GENERAL REQUIREMENTS 1. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES. 2. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA BUILDING CODE (FBC)", SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. 5. IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS PLAN/DETAILS, REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT/ENGINEER AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). 7. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS, 8. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. 9. ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF THE BUILDING AND AROUND THE BUILDING PERIMETER TO ALLOW DRAINAGE AWAY FROM THE STRUCTURE. 10. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, DIMENSIONS, ELEVATIONS,ETC. 11. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, 12, CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY CLOUDED AND NOTED. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. 13. DISCREPANCIES, OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE SUBMITTING A BID OR PROCEEDING WITH THE WORK. 14. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. STRUCTURAL CERTIFICATION 1. I CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE SIXTH EDITION. 2. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC AND CHAPTER 3 IN THE FBC-RESIDENTIAL. FOUNDATION AND SLABS ON GRADE 1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 1,500 PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE IS OBTAINED PRIOR TO FOOTING PLACEMENT. 2. REINFORCED FOUNDATION REQUIREMENTS USED IN THE DESIGN: a. MINIMUM DEPTH BELOW FINISHED GRADE ......................1'-O" b. MAXIMUM ALLOWABLE BEARING CAPACITY ....................1,500 PSF c. MODULUS OF SUBGRADE REACTION .............................. 200 PCI d. PASSIVE LATERAL PRESSURE ........................................... 250 PSF e. ACTIVE LATERAL PRESSURE (UNRESTRAINED) ............55 PSF f. ACTIVE LATERAL PRESSURE (RESTRAINED)...............35 PSF g. COEFFICIENT OF SLIDING FRICTION ...........................0.4 3. ALL FOUNDATION CONCRETE SHALL BE CAST IN THE DRY. DEWATERING OPERATION SHALL BE DONE IN SUCH A WAY THAT GROUND WATER LEVELS OUTSIDE THE SITE WILL BE MAINTAINED TO AVOID SETTLEMENT AND DAMAGE TO NEARBY BUILDINGS AND STRUCTURES. 4. SYNTHETIC FIBER REINFORCEMENT SHALL COMPLY WITH ASTM-C-1116, AND THE DOSAGE AMOUNT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION BUT NOT LESS THAN 1.2 LBS/CY 5. THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE THE MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS AND THE WATER/CEMENT RATIO IS THE MAXIMUM. THE SPECIFIED SLUMP IS THE MAXIMUM PRIOR TO THE ADDITION OF ADMIXTURES. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF). ITEM OF STRENGTH AGG SLUMP WATER/CEMENT CONSTRUCTION (PSI) (IN) (IN) (L54B1 SLAB ON GRADE (STRUCTURAL) 3,000 314 4-6 0,50 6. REMOVE AND REPLACE MINIMUM 1 FEET OF EXISTING SOIL BELOW FOUNDATION WITH COMPACTED, MOISTURE -TREATED, NON -EXPANSIVE FILL MATERIAL. FILL AREA SHALL EXTEND 1 FOOT BEYOND FOUNDATION FOOTPRINT. 7. FOR SITE PREPARATION, REMOVE DELETERIOUS MATERIAL SUCH AS VEGETATION, ORGANIC SOILS AND ROOT ZONES, EXISTING FILL, OR LOOSE, SOFT FROZEN, OR OTHERWISE UNSUITABLE MATERIALS FROM BELOW THE PROPOSED FOUNDATION AREAS. 8. SOIL BENEATH SLABS AND FOOTINGS SHALL BE EXCAVATED AS REQUIRED TO REMOVE ALL ORGANIC AND DELETERIOUS MATERIALS. PLACE CLEAN SAND FILL IN MAXIMUM OF 12 INCH LIFTS. SUBGRADE AND EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF ITS MODIFIED PROCTOR VALUE IN ACCORDANCE WITH ASTM D 1557. 9. SUBGRADE SHALL BE UNIFORM OVER THE ENTIRE FOUNDATION AREA. DEPRESS SLABS ON GRADE FOR FLOOR FINISHES PER ARCHITECTURAL DRAWINGS. 10. FOUNDATIONS SHALL BEAR ON EITHER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 24 INCHES BELOW FINISH GRADE, UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. 11. PROVIDE 6 MIL'VISQUEEN' VAPOR BARRIER UNDER ALL SLABS ON FILL (UNLESS OTHERWISE NOTED ON PLANS). 12. TOPS OF FOOTINGS AND SLABS ON GRADE SHALL BE AS SHOWN ON PLANS WITH VERTICAL CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS; LOCATIONS OF STEPS SHOWN AS APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS TO ENSURE THAT THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 24 INCHES BELOW FINISH GRADE, OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL. 13. NON -EXPANSIVE BACKFILL SHALL BE PLACED IN CONTROLLED LIFTS NOT TO EXCEED 12 INCHES AND SHALL BE COMPACTED TO AT LEAST 95% OF LABORATORY MAXIMUM DENSITY (ASTM D 1557). 14. AREA DRAINAGE SHALL BE DIRECTED AWAY FROM THE FOUNDATION. 15. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SHORING, SHEETING AND BRACING OF EXCAVATIONS. 16. GENERAL CONTRACTOR SHALL INSTALL ALL PIPE SLEEVES, BOXED OPENINGS, ANCHOR BOLTS, ETC., AS REQUIRED FOR THE VARIOUS TRADES. WALL POCKETS TO RECEIVE BEAMS AND SLABS SHALL BE PROVIDED AS REQUIRED FOR THE SUPER -STRUCTURE. SHOP DRAWINGS SHOWING THE POSITION OF OPENINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO PLACEMENT OF CONCRETE. 17. IN NO CASE SHALL TRUCKS, BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8'-0" FROM ANY FOUNDATION WALL UNLESS APPROVED BY ENGINEER. WOOD CONSTRUCTION NOTES 1. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS AND CODES INDICATED IN THE DESIGN CRITERIA. 2. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-95 / ANSI A 199.1. ALL SHEETS BEAR APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. PROVIDE 1/8" SPACE AT PANEL EDGES AND END JOINTS UNLESS OTHERWISE NOTED. 3. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 4. LUMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY DOC PS 20 OR EQUIVALENT. 5. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC OR AISI SPECIFICATIONS. 6. LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS AND SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT AT TIME OF INSTALLATION. AND SHALL BE STAMPED "S•DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S. 7. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED, OR HAVE APPROVED SEPARATING MATERIAL. 8. ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS SPECIFICALLY INDICATED AS NET SIZE. 9. UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED: a. STRUCTURAL ROOF AND WALL FRAMING - #2 SYP. b. NON-STRUCTURAL WALL FRAMING - STUD GRADE SPF OR METAL STUDS. c. NON-STRUCTURAL FRAMING - #2 SPF. d. ROOF FRAMING MEMBERS ABOVE THE CEILING LINE - #2 SYP e. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING. 10. ROOF SHEATHING SHALL BE 4-PLY CDX SHEATHING AS SPECIFIED IN ROOF SHEATHING AND ATTACHMENT DETAIL. 11. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. 12. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: a. WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC COATING. b. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) - MINIMUM G185 INC COATING. c. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER d. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED FOR ALL TYPES OF TREATED WOOD 13. WOOD FASTENING SHALL BE AS SPECIFIED IN THE DRAWINGS, FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 14. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH APPLICATION. FASTENINGS IN CONTACT WITH MOISTURE SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM A-158-80. 15. SHEATHING NAILS OR SCREWS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IF FLUSH WITH THE SURFACE OF THE SHEATHING. 16. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE AS SPECIFIED BY THE TRUSS MANUFACTURER. 17. HANGERS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND INSTALLATION. 18. STUDS SHALL HAVE FULL BEARING ON A SOLE PLATE OR SILL NOT LESS THAN 2 INCHES IN THICKNESS HAVING A WIDTH NOT LESS THAN THAT OF THE WALL STUDS. 19. ALL PRESERVATIVE SOLE PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD AND SHALL MEET THE FOLLOWING: a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/8" PLATE WASHERS UNLESS NOTED OTHERWISE. b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 4-INCHES OF EACH END OR JOINT IN PLATE. c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH. d. SLEEVE ANCHORS ARE NOT PERMITTED UNLESS NOTED OTHERWISE. e. ANCHORS SHALL BE MINIMUM W DIAMETER EMBEDDED 7 INCHES INTO THE CONCRETE AND SPACED NOT MORE THAN 4 FEET UNLESS NOTED OTHERWISE. 20. WOOD FRAMING MEMBERS INCLUDING SHEATHING RESTING ON AN EXTERIOR FOUNDATION CLOSER THAN 8 INCHES FROM EXPOSED EARTH SHALL BE APPROVED NATURALLY DURABLE WOOD OR TREATED WOOD. 21. BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16d @ 12" O.C. 22. POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND EMBEDDED IN CONCRETE THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY DURABLE WOOD OR PRESERVATIVE -TREATED WOOD. 23. STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL. 24. NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL. 25. IN NON -BEARING WALLS AND PARTITIONS, STUDS SHALL BE SPACED NOT MORE THAN 24 INCHES ON CENTER AND ARE PERMITTED TO BE SET WITH THE LONG DIMENSION PARALLEL TO THE WALL. 26. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS OR SCREWS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DRIVEN FULLY. 27. ROOF SHEATHING SHALL BE FASTENED AS INDICATED IN THE DRAWINGS AND FOLLOWING AMERICAN PLYWOOD ASSOCIATIONS RECOMMENDATIONS. 28. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NONBEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLE STUDS ARE BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD, BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. 29. EVERY ROOF RAFTER, ROOF JOIST OR TRUSS SHALL BE ANCHORED TO THE BEAM OR WALL ON WHICH THEY BEAR. DOORS AND WINDOWS 1. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE. 2. THE DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL). 3. THE DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING. 4. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES. 5. PRIOR TO INSTALLATION, ALL FRAMES MUST BE CHECKED FOR RACK, TWIST AND OUT OF SQUARE. 6. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS. a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT. b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS. c. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE OPENING PER WINDOW I DOOR DETAILS. d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL. e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER. 7. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. 8. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. 9. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE. ABBREVIATIONS AS -ANCHORBOLT IN -INCHANCHES AFF -ABOVE FINISHED FLOOR MAS -MASONRY AHJ -AUTHORITY HAVING JURISDICTION MAX -MAXIMUM ALT -ALTERNATE MFR -M NUFACTURER BOTT -BOTTOM MIN -MINIMUM CMU - CONCRETEMASONRY UNIT MISC -MSCELLANEOUS COL -COLUMN CONC - CONCRETE MPH - MILES PER HOUR CONT -CONTINUOUS NIS -NOT TO SCALE D&E - DRILLED AND EPDXY OC -ON CENTER CIA -DIAMETER PSF -POUNDS PER SQUARE FOOT DIM -DIMENSION PT PRESSURE TREATED -DAWN REV RCVISION/REVISED EA SPECS SPECIFICATIONS ELEV ELEVA TIONIELEVA TOR SCHED -SCHEDULE ENGR -ENGINEER EW EACH WAY TYP -TNICAL E EXISTING UNO UNLESS NOTED OTHERWISE EXP EXPANSION VERT VERTICAL EXT EXTERIOR OF VERIFY INFIELD FBC - FLORIDABUILDINGCODE W/ -WITH FF -FINISH FLOOR W/O •WITHOUT FND FOUNDATION VAbF WnREFABRIC FTG FT -FOOTING WINM -FLDED LDED WIRE MESH HORIZ - HORIZONTAL #5 -EEL REINFORCING BAR (REBAR) #5 (5/8 SCOPE OF WORK 1. ADD 2x10 PT. SYP. BEAM TO REINFORCE (E) 2x6 BEAM PER DETAIL. 2. VERIFY FOOTERS PER DETAIL. 3. FRAME DOOR AND WINDOW OPENINGS PER DETAIL. 4. ADD 4" TAPCONS PER WALL SECTION 5. REPLACE COLUMNS FOR 6x6 PT. SYP. 6. STRAPS TO BE ADDED PER WALL SECTION AND GABLE END DETAIL. 7. HOLDOWNS TO BE ADDED AT ALL CORNERS. PRODUCT APPROVAL AFFIDAVIT FORM CATEGORY / SUBCATEGORY APPROVAL MANUFACTURER MODEL NUMBER BUILDING DESIGN PRESSURES PRODUCT DESIGN PRESSURES NUMBER(S) (+PSF) (-PSF) (+PSF) (-PSF) A. EXTERIOR DOORS 1. SWINGING FL# 4904 MASONITE WOOD -EDGE STEEL DOOR PER PLAN +55 -55 UNIT B. WINDOWS 1. SINGLE HUNG FL# 14095.1 JELD-WEN PREMIUM ATLANTIC PER PLAN +65 -70 VINYL IMPACT SH NOTE: THE ENGINEER HAS REVIEWED THE ABOVE COMPONENTS OR CLADDING AND HAS APPROVED THEIR USE /N THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. 13 NOTE: IF SHEET IS NOT 24"X36", IT HAS BEEN REDUCED OR ENLARGED, USE GRAPHIC SCALE. 0 1 0-1ENSF No. 61000 STATE OF ,.''CORVO o 00 0 N 00 IN N M n 0 W O 2 O y _< y O O O U D O ,Lo f-O � rLo lil WA 00 NM.r- Nv Wco0fo ^c:i �JO(o My NLL000 as (O r, j = 1 L0 N J J LLL O Q Z U Nmvv Oa Lo ce) m w LL 00 LL Vu) ZLu F- ¢04 0I- w V' cn Q QU Z(D �aKN w Wgz WJCD ZU) Lu Jzi -'�mZ QU) Z �W2S CO w I— V z Q r Q Z) ry r w D z LL Lu 0 W LuLu INNL LL Q c D Lu LLJ T. o 0 z Lu m L Lu LL 14012AI 2IAI P TE: 07-13-2018 SHEET si OF 3 18-0172 PERMIT SET Q HOLDOWNS PER SCHEDULE PROPOSED FOUNDATION PLAN in 1/4" = T-0" l I) n2 i 1 S.O.G 4" THICK 3000 PSI CONC. SLAB W/ 6 MIL VAPOR BARRIER ON TREATED COMPACTED SOIL C-1 STORAGE AREA BM-1 I� II 8 RID U 2x41 @ 2` U O I I K w N Z io w@ J C7 fx m BM-1 C-1 RAMING " O.C. FOUNDATION SCHEDULE MARK W x D x L REINFORCEMENT NOTES F-1 8" X 8" X CONT. (1) #5 BARS CONT. F-2 12" X 12" X CONT. (2) #5 BARS CONT. P-1 30" X 24" X 30" (3) #5 BARS BOTTOM V.I.F. COLUMN SCHEDULE REINFORCEMENT MARK TYPE CONNECTION NOTES C-1 6" X 6" P.T. PER DETAIL/SCHEDULE SYP. PT. #2 EAM SCHEDULE MARK TYPE REINFORCEMENT CONNECTION NOTES BM-1 (E)(2)2X6 P.T SYP. E BM-2 (E) (2)2X6 W/ (N)(1)2x10 P.T SYP. PER DETAIL 2/52 PER DETAIL 2/52 CONNECTOR SCHEDULE TRUSS STRAP UP. MAX (LBS) FASTENERS NOTES FRAME TYPICAL MTS16 1,000 (14) 10d x 1i" SP4 885 (6) 10d x 1j" PER WALL SECTION H2A 575 (5) 8d x 1}" PER GABLE END DETAIL H2.5A 600 (5) 8d TO RAFTERS PER GABLE END DETAIL ABU66Z SS 2,300 (12) 16d'S TO COLUMN & (1) J" A.B. 6" MIN. EMBED PER COLUMN DETAIL HOLDDOWN HTT4 3,000 (18) 10d x 1j" PER DETAIL NOTES: I. PROVIDE TRUSS CONNECTOR AT ENDS OF ALL TRUSSES. 2. TRUSSES WITH MULTIPLE STRAPS, CONNECTORS SHALL BE STAGGERED EACH SIDE OF TRUSS TO AVOID SPLITTING MEMBER. 3. TRUSS CONNECTORS AND CLIPS NOTED ON THIS LAYOUT ARE MODEL No.'S OF "SIMPSON STRONG -TIE, CONTRACTOR MAY SUBSTITUTE EQUAL STRAPS FROM ANOTHER MANUFACTURER. 4. TRUSS TO TRUSS CONNECTIONS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. FRAMING PLAN NOTE: STORAGE AREA RATED 5. PROVIDE TRUSS CONNECTORS /N ACCORDANCE WITH TRUSS LAYOUT FROM TRUSS MANUFACTURER. FOR LIGHT TOOLS ONLY 6. A.T.R.= ALL THREADED ROD EPDXY TO CONCRETE A.B.=ANCHOR BOLT A-307 EMBEDDED 6"MIN. SCALE: 1/4" 1'-0" 7. CONTRACTOR MAY SUBSTITUTE STRAPS IN ACCORDANCE WITH THE TRUSS UPLIFT AND THE STRAPS SHOWN ABOVE. = O II II II I II I! II � 2 ROOFZONES SCALE: 1/4" = 1'-0" ROOF SHEATHING FASTENING SCHEDULE WITH 19/32" PLYWOOD SPACING REQUIRED FOR 8D GALV. RINGSHANK NAILS BUILDING ZONE 1O ZONE 2O ZONE 3O 6" O.C. @ EDGES 6" D.C. @ EDGES 3" O.C. @ EDGES ENCLOSED 6" O.C. @ FIELD 6" O.C. @ FIELD 3" O.C. @ FIELD DESIGN PRESSURE -33 PSF -73 PSF -118 PSF ALLOWABLE DESIGN PRESSURE -55 PSF -121 PSF -196 PSF ULTIMATE a = 3.0 FEET EDGE DISTANCE (2) 2x4 @ EA. CORNER FOR HOLD DOWN -HTT4 HOLD DOWN EA. SIDE W/ (18) 1 Od x 14" TO WALL & g' A.B. D & E W/ 8" MIN. EMBED. HOLD DOWN DETAIL SCALE: 1/2" = l'-O" (E) BEAM (1) 2x10 P.T. SYP. BEAM ATTACHED TO (2) 2x6 BEAM W/ 3 ROWS OF 12d SCREWS STAGGERED @ 12" O.C. BEAM DETAIL (BM-2) SCALE: 3/4" = V-O" COLUMNS STRAP PER SCHEDULE PER SCHEDULE CONCRETE FOOTER PER SCHEDULE N ,•a. .,ice_.:. COLUMN DETAIL SCALE: 1/2" = 1' 0" 010 SCREWS ® 16" O.C. MAX. & WITHIN 4" OF EDGES MINIMUM 3 SCREWS EXT. FINI_' FLASHIA 110 SCREWS 0 16" O.C. MAX. & WITHIN 4" OF EDGES MINIMUM 3 SCREWS SEALANTS �. � FINISH DOOR �L�1 SEALANT & BACKER ROD TYP. HEADER DETAIL TYP. JAMB DETAIL *NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONS AT CORNERS AND MEETING RAILS. SHIMS SHALL BE }" SHORTER THAN DEPTH OF DOOR AND SHALL BE NON WATER -DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PRO CIO WRAP LWN200 OR EQUAL. DOOR BUCK AT FRAME DETAIL 3/4" = 1'-0" 110 SCREWS @ 16" O.C. MAX. & WITHIN 4" OF EDGES MINIMUM 3 SCREWS EXT. — FINISH FLASHING SHOWN "-I -- -.0- // I-1 " MIN. ° 2 1/4" MIN. ° NOTE. CONSTRUCTION ADHESIVE, APPLY IN CROSS HATCH PATTERN TO ALL MATING SURFACES NAILS TO BE 12d SCREWS TO BE JIO OPTIONAL 2x6's 2 ROWS 2x10's 3 ROWS 1/2" PLYWOOD SPACERS 2x8's 1 ROWS I 2x12's 3 ROWS (1) SHOWN (NAIL ON BOTH SIDES FOR MORE THAN 2 PLIES) WOOD BEAM PLY JOIN SCALE: 3/4" = T-O" JIO SCREWS J" CDX SHEATHING 0 16" O.C. MAX. & W/ 8d's @ 6" O.C. MAX. WITHIN 4" OF EDGES W/ TYVEK VAPOR BARRIOR MINIMUM 3 SCREWS & 1x6 HARDI PLANK SIDING 2x4 P.T. STUDS 2x4 P� T" BASE PLATE WINDOW @ 16" O.C. TYP. @W1Ii � CAPCONS CONCRETE SLAB W/SPA @ T&B OF PER SCHEDULE EA. STUD W/ 8d's EA. SEALANTS FINISH WINDOW SEALANT & BACKER ROD TYP. HEADER DETAIL TYP. JAMB DETAIL *NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONS AT CORNERS AND MEETING RAILS. SHIMS SHALL BE }" SHORTER THAN DEPTH OF DOOR AND SHALL BE NON WATER -DEGRADABLE OR COMPRESSIBLE FLASHING SHALL BE PR07ECTO WRAP L M200 OR EQUAL WINDOW BUCK AT FRAME DETAIL 2xB RIDGE (4) 110 WOOD SCREWS H1.(5 x x STRAP x W/ (5) 8d's RAFTERS PER (2) 2x4 BENEATH FRAMING PLAN RIDGE BEAM 2x8 DIAGONAL BRACE (4) 110 WOOD SCREWS x TO FlRST RAFTER STRUCTURAL SHEATHING W% (5) 8d x 1 1/1" TO BE CONT ACROSS JOINT SEE TYPICAL WALL SECTION DOUBLE 2x4 TOP PLATE 2x4 WALL PER TYPICAL WALL SECTION NOTE. IN LIEU OF ONE T BRACE & DIAGONAL AT CENTER, OWNER MAY INSTALL ONE AT EACH SIDE OF TRANSOM GABLE END (WOOD FRAME) SCALE: 1/2" = V-0" 2x8 RIDGE BEAM 2x6 RAFTERS @ 24" O.C. TYP. " COX PLYWOOD ROOF SHEATHING 12 PER SCHEDULE W/ 30 YEAR 5 ASPHALT SHINGLES W/ 30# FELT UNDERLAYMENT STRAP PER SCHEDULE (2) 2x4 TOP PLATE 2x4 P.T. STUDS @ 16" O.C. TYP. W/ SPA @ T&B }" CDX SHEATHING 2x4 P.T. BASE PLATE W/ 8d's @ 6" O.C. MAX. W/ 1/2" TAPCONS W/ TYVEK VAPOR BARRIOR @ 16" O.C. & lx6 HARDI PLANKSIDING W '\CONCRETEFOOTER PER SCHEDULE TYPICAL WALL SECTION SCALE: 1/2" = V-0" r. s04 < W CONCRETE FOOTER PER SCHEDULE TYPICAL EXTERIOR WALL SECTION SCALE: 1/2" = V-0" CONT.(2) 2x4 P. F. TOP PLA TE LOCATE RSP4 Al TOP AND BOTTOM. USE 2x4 PER WALL SE TE LSTA12 STRAPS _ FRAME DOWN AS NEEDED AT OPENINGS x6 HEADER 0 ALL OPENINGS STUDS @ ALL OPENINGS 4 FULL LENGTH KING STUD 2x4 P.T. BOT PLA ATTACH PER SECTI 2x4 SILL 0 OPENING NOTE SHEATHING NOT SHOWN FOR CLARTITY TYPICAL HEADER DETAIL SCALE: 1/2" = T-0" 2x11 COLLAR TIE 0 EA. SET OF RAFTERS (4) #10 WOOD SCREWS ON EA. SIDE OF COLLAR PE x RIDGE DETAIL SCALE: 3/4" = 1'-0" 2x8 RIDGE BEAM PER PLAN 2x6 RAFTERS PER PLAN ZCENSF°°' No, 61000 STATE OF � 'or F4ORIOP., NOTE: IF SHEET IS NOT 241IX36", IT HAS BEEN REDUCED OR ENLARGED, USE GRAPHIC SCALE. 0 1 %a©©O©Dlmi "0coO LU LU w N O M Z w r U) U Q o Q W O 0 2 2 y W q�zQ O (i QO y O (DU) O rn LLJ N co r t'n�1 Co W (0 0 (0 cv _ j 0m 1✓ C O O a a _ = LO Ie J J U ^^ LE w 0 Q W LL] C` r Z U x Of I [a :D a MOZX wLL O W 0- LL VU) Zw Q C° r =U# � Q QU _Z06(7 Nw w UJI g z W j Z w w (D J Z INN-m 7 ¢U z �LIJZou U) Q — z z ` Q_<<® O V z �z00� ~ z Q LL P, 0 L.(_ U) LLI o U 0 z ° J LL LIJ U) N� LL LL Q c y W Q m W w O 0 z m ry LY > ;TE: 07-13-2018 SHEET S2 OF 3 18-0172 PERMIT SET