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31 17th St RESA23-0030 COAB Permit Form with ConditionsFinal Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION SECOND FLOOR SCREEN ENCLOSURE RESA23-0030 31 17th St CALL THE SCREEN GUYS OWNER:ADDRESS:CITY:STATE:ZIP: OSKARSSON AN T 31 17TH ST ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: CALL THE SCREEN GUYS INC 1840 MEALY ST S Atlantic Beach FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169612 0000 OCEAN GROVE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 31 17TH ST RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION Build & install second floor screen enclosure $10614.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.11 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 11/14/2023 PERMIT NUMBER RESA23-0030 ISSUED: 11/14/2023 EXPIRES: 5/12/2024 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.08 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $312.69 2 of 2Issued Date: 11/14/2023 PERMIT NUMBER RESA23-0030 ISSUED: 11/14/2023 EXPIRES: 5/12/2024 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $312.69 RESA23-0030 Address: 31 17TH ST APN: 169612 0000 $312.69 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $105.00 BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN REVIEW $52.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 STATE SURCHARGES $5.19 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.11 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.08 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R25504 $312.69 Printed: Tuesday, November 14, 2023 11:26 AM Date Paid: Tuesday, November 14, 2023 Paid By: CALL THE SCREEN GUYS INC Pay Method: CREDIT CARD 10116620721 1 of 1 Cashier: TG Cash Register Receipt City of Atlantic Beach Receipt Number R25504 169612-0000RESA23-0030By Mike Jones at 4:06 pm, Sep 26, 2023REVIEWED FOR CODE COMPLIANCE REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:DONNELL 31 17TH STATLANTIC BEACH, FL 3223308/23/2023DATE DATE PS - RJThis item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DRAWN BY:SHEET:01RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSEDDESIGN CRITERIA:1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED.4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES.2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS.3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND.4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS.5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE.1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.PROPOSED MANSARD SCREEN ENCLOSURESEE FOUNDATION DESIGN SHEET-01FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTINGOR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSEDCONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED INSOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING& OTHER DETERIORATION.DRAWING INDEXDETAILSSHEET NO.S/01S/02S/03S/04PLAN/ ELEVATIONSGENERAL NOTESDETAILSCALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comFOUNDATION DESIGN:MISCELLANEOUS:FASTENER SPECIFICATIONS:RESPONSIBILITIES:DESIGN CRITERIA:APPLICABLE CODES, REGULATIONS & STANDARDSWIND LOADS120C1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1.2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3:3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 120 MPH & EXPOSURE = C FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = HORIZONTAL PRESSURES ON LEEWARD SURFACES = VERTICAL PRESSURES ON SCREEN SURFACES = VERTICAL PRESSURES ON SOLID SURFACES = FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =28 PSF22 PSF8 PSF23 PSF.88.61. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.3. ASCE 7-16 & SE174. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.5. ACI318 CONCRETE REFERENCE MANUAL.PROJECT NO. 2322908DETAILSS/05RRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOONN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:01 -04'00'By Mike Jones at 4:13 pm, Sep 26, 2023 DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233PROJECT NO. 2322908REVISION 2:REVISION 1: DATE PS - RJDRAWN BY:This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DATE SHEET:021. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED.2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. #10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES.5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC.6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC.7. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY.8. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY CONTRACTOR IN THE FIELD.CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comALUMINUM SPECIFICATIONS:HATCHINDICATESEXIST. STRUCTURENOTE: ALL MAY NOT APPLYHATCH/ SYMBOL LEGENDTHE ENGINEERING ON THESE PLANS IS SITESPECIFIC FOR (1) STRUCTURE ONLY AT THEPROVIDED ADDRESS(ES).DONNELL 31 17TH STATLANTIC BEACH, FL 3223308/23/20231-1/2"x1"x.044"BOTTOM CHANNEL 1"x1" SQ TUBE .044" WALLSPACED TO REJECT 4" SPHERE2"x2"x.050" SNAP POSTFINISHED FLOORPOST FOOT - MOUNT W/ (4) 1/4" TAPCON 2-1/4" MIN. EMBEDMENT INTO CONCRETE42" TYP.42" TYP.COMMERCIAL GUARD RAIL DETAILSCALE: N.T.S.2X2 SMS TOP CAP3-7/8" MAX.MATERIAL LEGEND:1" X 1" X .044" PICKETT2" X 2" X .050 TOP RAIL2" X 2" X .050" POSTINSTALLATION NOTES:1-FASTEN PERIMETER TO ALUM EAVE RAIL W#12 X 1-1/2" SMS24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS.2-FASTEN PERIMETER TO MASONRY W1/4" X 2-1/4" QUICKSET24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS.ASSEMBLY NOTES:1-FASTEN CHAIR RAIL (INTERNAL)TO PERIMETER W/(4) #10X1-1/2"SMS INTO SCREW BOSS OF CHAIR RAIL.2-FASTEN PERIMETER MEMBERS AT CORNERS(INTERNAL) W (2) #10 X 1-1/2"SMS INTO SCREW BOSSES.3-FASTEN PICKETT T/B W/(2) #10X1-1/2" SMS THROUGH INTERSECTING MEMBER INTO PICKETTSSEE FIG 1GENERAL NOTES AND SPECIFICATIONS:1-THE STRUCTURES INDICATED HERIN ARE DESIGNED TO BE INSTALLED WITHIN MASONRY OR WOOD FRAME HOST STRUCTURES OF ADEQUTE STRUCTURAL CAPACITY. THE CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTHTO SUPPORT THE PROPOSED ADDITION.2-ALUMINUM EXTRUSIONS SHALL MEET THE STRENGTH REQUIREMENTS OF ASTM B221 AFTER POWDER COATING.3-ALL ALUMINUM EXTRUSIONS ARE TO BE A MINIMUM 6063 T61. HAND-RAILS SHALL BE DESIGNED IN ACCORDANCEWITH FBC 7TH EDITION (2020) SECTION 1015.32. GUARD-RAILS SHALL BE DESIGNED IN ACCORDANCEWITH FBC 7TH EDITION SECTION 1015.36'‐6 12"6'‐6 12"6'‐6 12"6'‐6 12"26'‐2"10'‐0"10'‐0"4'‐9"11'‐1"4'‐9"11'‐1"9'‐6"RESIDENCE1X21X21X21X2HOST 12" O/H STRUCT. GUTTER2X2 TYP.1X2 TYP.1X2 TYP.PROPOSED PICKETSPROPOSED PICKETS10'‐1"10'‐1"HOUSE WALLHOUSE WALL2X5SMB2X5SMB2X4SMB2X4SMB3'‐6"10'‐0"2X8SMB C.B.4X4X.1254X4X.1251X2 TYP.2X2 TYP.2X5SMB1X2+2X31X2+2X36'‐4"6'‐4"6'‐6 12"6'‐6 12"6'‐6 12"6'‐6 12"PROPOSED PICKETS26'‐2"6'-6 12" MAX.2X22X22X2RRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOONN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:05 -04'00' REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233DONNELL 31 17TH STATLANTIC BEACH, FL 3223308/23/2023This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2322908DATE DATE PS - RJDRAWN BY:03SHEET:DETAIL "F" - DOOR JAMB & HEADERCONNECTION SCALE: NTSFASTEN TOP OF HEADER TO INTERSECTING2"x2" MEMBER w/(2) #10 SMS w/1"PENETRATION INTO SCREW BOSS OF2"x2" MEMBER - TYP. BOTH SIDES2"x2" DOOR JAMBFASTEN HEADER w/(2) #10x3"INTO SCREW BOSS OF HEADERATTACH BASE PLATE TO 2"x2"w/(2) #10x3" SMS INTO SCREWBOSS OF BASE PLATEALTERNATE BASE PLATE CONNECTIONATTACH 2"x2" TO BASE PLATE(INTERNAL) w/(2) #10x2" SMSALTERNATE HEADER CONNECTIONWHEN Z-BAR IS USED - FASTENZ-BAR TO COL/HEADER AT EACHCORNER AND 18" O/C1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OFCOLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTINGDETAIL "D" - ROOF BRACING CONNECTION SCALE: NTSPURLIN0.0625" 6063-T6 FLAT PLATEw/(8) #10x.75" SMS, MIN. .5"EDGE DISTANCE, PLATE MAY BEFASTENED INTERNALLY TO BRACE(2) #10x3" SMS INTO SCREWBOSSES FOR EDGE MEMBEREDGE MEMBEROR PURLINBRACEEDGE MEMBEROR PURLININSTALL BRACETO CORNERBEAM(2) #10x2"INTO BEAMTABLE "D"DETAIL E - UPRIGHT TO BEAMCONNECTION SCALE: NTS1"x2" FASTEN TO COL. (INTERNAL)w/(2) #10x1-1/2" SMS, FASTEN TOEAVE RAILS ABOVE w/#10 1-1/2" SMS24" O.C. AND 6" WITHIN COL.BEAM PER PLANNOTCHED TO RECEIVECOLUMN WITHINSMS, (EACH SIDE)QTY/ SIZE PER TABLE "D"NOTCH PROFILE MAY VARYTO PERMIT CORRECT # SMSCOLUMN PER PLANMAINTAIN MIN, OF 5/8" SEPERATIONFROM EDGE OF BEAM SMS O.C.BEAM PER PLAN(SLOPED OR FLAT)DETAIL "G" - SLOPED PURLINCONNECTION SCALE: NTS2"x2"x.063" - DIM. TO MATCH PURLINSIZE RECEIVING CHANNEL(2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLINUPRIGHTEAVE RAIL - SEE PLANEXTRUSION1x2 OPEN BACKEXTRUSION(2) #10x2" SMS THRU 1x2 INTOEAVE RAIL EACH SIDE OF COLUMNPURLINDETAIL "C" - GIRT OR PURLIN TO BEAMOR POST DETAIL SCALE: NTSALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO GIRT OR PURLIN & (2) #14x.75"INTO BEAM OR UPRIGHT 0.062 ANGLECLIPS MAYBE USEDUPRIGHT, BEAM-SNAP,SELF MATING, OR HOLLOWPURLINMEMBER(4) #10x1-1/2" SMS INTOSCREW BOSSESHOLLOW SECTIONSOPEN BACK SECTIONSSNAP SECTIONSSELF MATING (SMB)2 x 2: 2" x 2" x 0.050"2 x 3: 2" x 3" x 0.050"2 x 4: 2" x 4" x 0.050"2 x 5: 2" x 5" x 0.050"1 x 2: 1" x 2" x 0.044"1 x 3: 1" x 3" x 0.045"2 x 2 SNAP: 2" x 2" x 0.045"2 x 3 SNAP: 2" x 3" x 0.050"2 x 4 SNAP: 2" x 4" x 0.045"2 x 4 SMB: 2" x 4" x 0.046" x 0.100"2 x 5 SMB: 2" x 5" x 0.050" x 0.116"2 x 6 SMB: 2" x 6" x 0.050" x 0.120"2 x 8 SMB: 2" x 8" x 0.072" x 0.224"2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"2 x 9 SMB: 2" x 9" x 0.072" x 0.224"2 x 10 SMB: 2" x 10" x 0.092" x 0.374"2 x 7 SMB: 2" x 7" x 0.055" x 0.120"2 x 62 x 52 x 32 x 42 x 72 x 82 x 92 x 10BEAMQTY/ SIZE EACH SIDEMAINTAIN MIN, OF 5/8" SEPERATIONFROM EDGE OF BEAM SMS O.C.(6)/ #10(8)/ #10(8)/ #10(9)/ #10(11)/ #10(12)/ #12(14)/ #12(14)/ #12MINIMUM NUMBER OF TAPCONS INTO CONCRETE &# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAMTHROUGH SECONDARY 2" X 2" X 0.125" ANGLES(SEE BELOW)2X4 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. 2X5 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. 2X6 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (3) # 10 X 3/4" S.M.S. 2X7 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (4) # 10 X 3/4" S.M.S. 2X8 S.M.B. (3) 1/4" X 2-1/4" S.S. TAPCON & (5) # 10 X 3/4" S.M.S. 2X9 S.M.B. (4) 1/4" X 2-1/4" S.S. TAPCON & (6) # 10 X 3/4" S.M.S. 2X10 S.M.B. (5) 1/4" X 2-1/4" S.S. TAPCON & (7) # 10 X 3/4" S.M.S.DETAIL "B" - 2"x4" OR LARGER SELF MATINGUPRIGHT TO DECK DETAILS SCALE: NTSNOTEWHERE PAVERS ARE PRESENT USE 5/16"TAPCON XL (RED HEAD MFG.) MASONRYANCHORS TO PENETRATE UNDERLYINGCONCRETE FOOTING 2-1/4" (MIN.)6"SIDE VIEWFRONT VIEW1/8"x2"x2"x ANGLE5032 H-32 ANGLESELF-MATING ORSNAP SECTION TYP.1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)2 @ 1x2 BASE2 @ SLAB (BEYOND)1"x2" BASE PLATE ANCHOREDTO CONC w/ 1/4" MASONRYANCHOR 6" MAX EACH SIDEOF POST AND 24" O.C. MAX1-1/4" CONC. EMBEDMENT TYP.1/4" MASONRY ANCHORAT EACH ANGLE3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH(2) - #10 SMS INTO COLUMN1/4" MASONRY ANCHOR EACHANGLE - EACH SIDE COL.(2) - #10 SMS2" MIN. INCREASE DISTANCEWHEN GREATER THAN 2x4UPRIGHT IS USED1"x2" O.B. BASE PLATE-TYP.2" REVEAL TYP.2-1/4" MIN. CONC.ANCHOR EMBEDMENT@ SECONDARY ANGLE1-1/4" MIN. CONC.ANCHOR EMBEDMENT@ 1"x2" O.B. LOCATION TYP.CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comALUMINUM MEMBERS DIMENSIONS:DETAIL AALL MAY NOT APPLYRRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOONN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:09 -04'00' REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233DONNELL 31 17TH STATLANTIC BEACH, FL 32233This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 232290808/23/2023DATE DATE PS - RJDRAWN BY:SHEET:04FFFFFFFFDETAIL "K" GUSSET CONNECTION SCALE: NTS3/16"-5052-H32 GUSSETINTERNAL OR EXTERNAL2 x 10 SMB ILLUSTRATEDNOTE FINSTALL FASTENERS ALONG PERIMETER OF GUSSET-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERSMAY BE STAGGERED TO INSURE PROPERQUANTITY PER TABLE B-1FASTENER PATTERN MAY APPEAR DIFFERENTFROM ILLUSTRATION.MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAPFASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.FASTENERS MAY BE STAGGERED TO INSUREPROPER QUANTITY PER TABLE B-1BEAMSIZECOL. TO BEAM QTY SMS/SIDE OF COL.BEAM TO BEAMQTY SMS/EA. FACE/SIDETABLE B-12 x 42 x 52 x 62 x 72 x 82 x 92 x 10(8) #10(23) #12(21) #12(15) #10(11) #10(13) #10(13) #10(15) #10(22) #12(21) #12(8) #10(13) #12(13) #10(15) #12BEAMEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)GUTTERBRACESIDE VIEWTOP VIEWDETAIL "H" BEAM TO GUTTERCONNECTION SCALE: NTS CLOSE BOTTOM OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/(2) #12 SMSEACH SIDE OF BEAM(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"OPTIONAL GIRTFASTEN GUTTER TOFASCIA w/ #14x2"WOOD SCREW 18" O.C.(2) #14x2"WOOD SCREWSTRUCTURALGUTTERFASCIA (2"x6" MIN. EXISTING)#10 SMS WITHIN 6"& @ 24" O.C. MAX.GIRT FASTENED INTERNALLY AT EACH ENDw/ #10x1.5" EACH SCREW GROOVE. FASTENTO BEAM w/ 2"x2""x1/8" ANGLE (2) #12 SMSINTO BEAM & (2) #10x1.5 THRU ANGLE INTOGUTTER WHERE NO GIRT IS PRESENT, ATTACHANGLE DIRECTLY TO GUTTER2"x2"x1/8" ANGLEw/(2) #10 SMSEACH LEGFOR BEAM OVER 2x5.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTERINTERNALLY w/(2) #10 SMSALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTOBEAM & (2) #10 SMS INTO STRUCTURAL GUTTER(2) #10 SMS1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ WOOD SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ EACH BEAM w/(2) #10x3/4" SMS @ 1" SPACINGINTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALLGUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION.(2) #10 SMS2x2x1/8" ANGLEEA. SIDE OF BEAMw/(2) #10 SMSEACH LEG EACH SIDESMBGIRTSMBGUTTERBRACEGUTTERBRACETOP VIEWSIDE VIEW(2) #14 WOOD SCREWSINTO FASCIAGIRTSTRUCTURAL GUTTERGIRTSTRUCTURAL GUTTER(2) #12 SMSGIRTFASCIADETAIL "L" CORNER CONNECTIONSCALE: NTSGUTTERBRACEGUTTERBRACEDETAIL "M" BEAM & PURLIN TO GUTTERCONNECTION SCALE: NTSDETAIL "I-2" CABLE CONNECTIONAT CORNER SCALE: NTS1/8" PLATE ON 45° ANGLEOR 1/8"x2"x2" ANGLE w/(4)#12 SMS INTO EACHINTERSECTING MEMBERPERIMETERFRAMINGEYEBOLT FORCABLE TENSION1/8" STAINLESS STEELBRAIDED CABLE40° MIN.60° MAX.40° MIN.60° MAX.DETAIL "I-1" CABLE CONNECTIONAT FOUNDATION SCALE: NTS1/8" STAINLESS STEELBRAIDED CABLE3000 PSI CONC.6x6-10x10WWM OR FIBERMESH3000 PSI CONC.6x6-10x10WWM OR FIBERMESH1/8" STAINLESS STEELBRAIDED CABLE3/8" DIA x 3" EMBEDCONC. SCREW ANCHOR(TAPCON OR EQUAL)1.5"x5.5" ALUM. STRAPw/(2) 3/8" DIA. x 3"MASONRY ANCHOR(TAPCON OR EQUAL)40° MIN.60° MAX.3000 PSI CONC.6x6-10x10WWM OR FIBERMESH1/8" STAINLESS STEELBRAIDED CABLE3" A.S.T.M. A-36 STEEL CLIPWITH (2) 3/8"x3" SLEEVE ANCHORSFOR PAVERS (2) 1/4"x6" TAPCONSTHRU PAVERS INTO FOOTINGWHEN BEAM & PURLINHIT ON CORNER -FASTEN OUTSIDE OFBEAM & PURLINw/ 1/8"x2"x2" ANGLE& (4) #10 SMS EACH LEGFASTEN INSIDE CORNER(BEAM TO PURLIN)w/ 1/8"x2"x2" ANGLEw/(2) #10 SMSINTO EA. MEMBER(BEAM & PURLIN).050" GUTTER STIFFNERFASTEN TO FASCIA w(2)#12x2" WOOD SCREWFASTEN TO GUTTER w(2)#10 SMS(9) #12x3/4" SMS(2) #10 SMS1/8"x2"x4" STRAP(2) #10 SMS INTO BEAM(2) #10 SMS INTO GUTTER2"x2"x1/8" ANGLE w/(2)#10 SMS EA. LEG2"x2"x1/8" ANGLE w/(2)#10 SMS EA. LEG(2) GUTTER BRACESEACH w/(2) #10 SMSINTO GUTTER & (2) #14WOOD SCREWS INTO FASCIA1/8"x2"x4" STRAP(2) #10 SMS INTO BEAM(2) #10 SMS INTO GUTTERCA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comRRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOO NN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:14 -04'00' REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233DONNELL 31 17TH STATLANTIC BEACH, FL 3223308/23/2023This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2322908DATE DATE PS - RJDRAWN BY:SHEET:05POSTCARRIER BEAMVARIES2" FOR SINGLEHORIZONTAL BEAM4" FOR DOUBLEHORIZONTALBEAM OR 4"x4"6" FOR TRIPLEHORIZONTAL BEAM OR 6X6NOTE: FOR DOUBLE OR TRIBLE CARRIERBEAM, OUTSIDE WEBS SHALL OVERLAP4x4 POST OR NOTCH POST AS ABOVEFOR 6x6 POST. ALL CASES, CONNECTUSING MACHINE BOLTS DECRIBED ABOVE.ROOF BEAM TO CARRIER BEAMCONNECTION DETAIL SCALE: NTS(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(6) #10x0.75" SMSEACH SIDE2"x2"x0.125"RECEIVING CHANNELOR ANGLE EACH SIDE(12) #10x0.75" SMS2 ROWS OF (6) FORRECEIVING CHANNELOR (6) EACH ANGLE1"x2" MEMBERFOR SCREENINGHORIZONTAL BEAMON ITS SIDE(IF REQUIRED)CARRIER BEAMCARRIER BEAM TO POST DETAIL SCALE: NTSPOSTCARRIER BEAMTOP VIEWCORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTSFRONT VIEWPOST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POSTCARRIER BEAM(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POSTROOF BEAM (SLOPED OR FLAT)(NOTE USE SIMILAR DETAIL FORNOTCHED UPRIGHT CONNECTIONTO CARRIER BEAM2"x2"x0.125" ANGLEEACH SIDE TYP.2 x 62 x 52 x 42 x 72 x 82 x 92 x 10BEAMSIZE(4) #12 OR (2) # 16(5) #12 OR (3) # 16(5) #12 OR (3) # 16(6) #14 OR (4) # 16(8) #14 OR (5) # 16(7) #14 OR (4) # 16(9) #14 OR (6) # 16QUANTITY/ SIZE EA.LEG TO BEAMROOF BEAM TO C.B. W/1/8" ANGLE TABLE3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)OPTIONAL 2"x2" FASTENED TO CARRIERBEAM w/(2) #10x1-1/2" SMS INTOSCREW BOSSES EACH ENDOPTIONAL 1"x2" MEMBERFOR SCREENING#10x1-1/2" SMS @ 18"O.C. MAX CONNECTINGTO 1"x2" CARRIER BEAM#10x1-1/2" SMS @ 18"O.C. MAX CONNECTINGTO 1"x2" POSTEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)2"x2" PERIMETERCLOSE TOP OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/#12 SMSEACH SIDE OF BEAMSIDE VIEW1/8"x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) #12x5/8" SMS TO BEAM (4) #12x5/8" SMS @ 3/4" SPACING TO GUTTER.WHERE GIRT PRESENT USE 1/8"x2"x2" ANGLE OVER GIRT AND CUT TO FIT BEOW GIRT.FASTEN EACH LEG W/ (2) #12x5/8" SMSSEE DETAIL "H"FOR GUTTER STIFFNER SPECS.1/8"x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) #12x5/8" SMS TO BEAM(2) 1/4" TAPCON INTO HOUSE WALL2-1/4" EMBEDMENT MIN. ALTERNATELYRECEIVER CHANNEL MAY BE USED INLIEU OF 1/8" ANGLE EA. SIDE2" (MIN.)BEAM TO GUTTER/HOST CONNECTIONDETAIL SCALE: NTSNOTES:1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.2. WHERE 4x4 POST HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL), PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN 2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.BEAM PER PLAN4X4 COLUMN ALT. BASE ATTACHMENTDETAIL SCALE: NTS4"x4" POST CONNECTION DETAIL SCALE: NTSTOP VIEW4"x4" POST(SEE PAGE-2FOR SIZE)(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS2"x4"x0.125 ANGLEFRONT VIEW(4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH3-3/4" FROM EDGEOF SLAB/ FTG.(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS(4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.MAY USE (4) #14x1" TEKIN LIEU OF THRUBOLTSCOLUMN PER PLAN(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS1/8"x2"x2"x3-3/4"(LENGTH) ANGLE(INTERNAL)(4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH1"2"1"3-3/4" FROM EDGEOF SLAB/ FTG.(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS(4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.MAY USE (4) #14x1" TEKIN LIEU OF THRUBOLTSTOP VIEWFRONT VIEWCA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comRRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOONN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:19 -04'00' By Toni Gindlesperger at 10:05 am, Oct 04, 2023By Mike Jones at 1:27 pm, Oct 11, 202350.00 By Toni Gindlesperger at 10:05 am, Oct 04, 2023By Mike Jones at 1:29 pm, Oct 11, 2023 By Toni Gindlesperger at 10:05 am, Oct 04, 2023By Mike Jones at 1:30 pm, Oct 11, 2023 By vangers at 10:56 am, Oct 18, 2023 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBCR401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch- Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 2 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBCEB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 3 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a RT-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:DONNELL 31 17TH STATLANTIC BEACH, FL 3223308/23/2023DATE DATE PS - RJThis item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DRAWN BY:SHEET:01RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSEDDESIGN CRITERIA:1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED.4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES.2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS.3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND.4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS.5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE.1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.PROPOSED MANSARD SCREEN ENCLOSURESEE FOUNDATION DESIGN SHEET-01FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTINGOR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSEDCONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED INSOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING& OTHER DETERIORATION.DRAWING INDEXDETAILSSHEET NO.S/01S/02S/03S/04PLAN/ ELEVATIONSGENERAL NOTESDETAILSCALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comFOUNDATION DESIGN:MISCELLANEOUS:FASTENER SPECIFICATIONS:RESPONSIBILITIES:DESIGN CRITERIA:APPLICABLE CODES, REGULATIONS & STANDARDSWIND LOADS120C1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1.2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3:3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 120 MPH & EXPOSURE = C FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = HORIZONTAL PRESSURES ON LEEWARD SURFACES = VERTICAL PRESSURES ON SCREEN SURFACES = VERTICAL PRESSURES ON SOLID SURFACES = FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =28 PSF22 PSF8 PSF23 PSF.88.61. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.3. ASCE 7-16 & SE174. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.5. ACI318 CONCRETE REFERENCE MANUAL.PROJECT NO. 2322908DETAILSS/05RRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOONN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:01 -04'00'By Mike Jones at 4:13 pm, Sep 26, 2023 DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233PROJECT NO. 2322908REVISION 2:REVISION 1: DATE PS - RJDRAWN BY:This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DATE SHEET:021. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED.2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. #10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES.5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC.6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC.7. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY.8. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY CONTRACTOR IN THE FIELD.CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comALUMINUM SPECIFICATIONS:HATCHINDICATESEXIST. STRUCTURENOTE: ALL MAY NOT APPLYHATCH/ SYMBOL LEGENDTHE ENGINEERING ON THESE PLANS IS SITESPECIFIC FOR (1) STRUCTURE ONLY AT THEPROVIDED ADDRESS(ES).DONNELL 31 17TH STATLANTIC BEACH, FL 3223308/23/20231-1/2"x1"x.044"BOTTOM CHANNEL 1"x1" SQ TUBE .044" WALLSPACED TO REJECT 4" SPHERE2"x2"x.050" SNAP POSTFINISHED FLOORPOST FOOT - MOUNT W/ (4) 1/4" TAPCON 2-1/4" MIN. EMBEDMENT INTO CONCRETE42" TYP.42" TYP.COMMERCIAL GUARD RAIL DETAILSCALE: N.T.S.2X2 SMS TOP CAP3-7/8" MAX.MATERIAL LEGEND:1" X 1" X .044" PICKETT2" X 2" X .050 TOP RAIL2" X 2" X .050" POSTINSTALLATION NOTES:1-FASTEN PERIMETER TO ALUM EAVE RAIL W#12 X 1-1/2" SMS24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS.2-FASTEN PERIMETER TO MASONRY W1/4" X 2-1/4" QUICKSET24" O/C AND WITHIN 6" OF INTERSECTING MEMBERS AND JOINTS.ASSEMBLY NOTES:1-FASTEN CHAIR RAIL (INTERNAL)TO PERIMETER W/(4) #10X1-1/2"SMS INTO SCREW BOSS OF CHAIR RAIL.2-FASTEN PERIMETER MEMBERS AT CORNERS(INTERNAL) W (2) #10 X 1-1/2"SMS INTO SCREW BOSSES.3-FASTEN PICKETT T/B W/(2) #10X1-1/2" SMS THROUGH INTERSECTING MEMBER INTO PICKETTSSEE FIG 1GENERAL NOTES AND SPECIFICATIONS:1-THE STRUCTURES INDICATED HERIN ARE DESIGNED TO BE INSTALLED WITHIN MASONRY OR WOOD FRAME HOST STRUCTURES OF ADEQUTE STRUCTURAL CAPACITY. THE CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTHTO SUPPORT THE PROPOSED ADDITION.2-ALUMINUM EXTRUSIONS SHALL MEET THE STRENGTH REQUIREMENTS OF ASTM B221 AFTER POWDER COATING.3-ALL ALUMINUM EXTRUSIONS ARE TO BE A MINIMUM 6063 T61. HAND-RAILS SHALL BE DESIGNED IN ACCORDANCEWITH FBC 7TH EDITION (2020) SECTION 1015.32. GUARD-RAILS SHALL BE DESIGNED IN ACCORDANCEWITH FBC 7TH EDITION SECTION 1015.36'‐6 12"6'‐6 12"6'‐6 12"6'‐6 12"26'‐2"10'‐0"10'‐0"4'‐9"11'‐1"4'‐9"11'‐1"9'‐6"RESIDENCE1X21X21X21X2HOST 12" O/H STRUCT. GUTTER2X2 TYP.1X2 TYP.1X2 TYP.PROPOSED PICKETSPROPOSED PICKETS10'‐1"10'‐1"HOUSE WALLHOUSE WALL2X5SMB2X5SMB2X4SMB2X4SMB3'‐6"10'‐0"2X8SMB C.B.4X4X.1254X4X.1251X2 TYP.2X2 TYP.2X5SMB1X2+2X31X2+2X36'‐4"6'‐4"6'‐6 12"6'‐6 12"6'‐6 12"6'‐6 12"PROPOSED PICKETS26'‐2"6'-6 12" MAX.2X22X22X2RRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOONN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:05 -04'00' REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233DONNELL 31 17TH STATLANTIC BEACH, FL 3223308/23/2023This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2322908DATE DATE PS - RJDRAWN BY:03SHEET:DETAIL "F" - DOOR JAMB & HEADERCONNECTION SCALE: NTSFASTEN TOP OF HEADER TO INTERSECTING2"x2" MEMBER w/(2) #10 SMS w/1"PENETRATION INTO SCREW BOSS OF2"x2" MEMBER - TYP. BOTH SIDES2"x2" DOOR JAMBFASTEN HEADER w/(2) #10x3"INTO SCREW BOSS OF HEADERATTACH BASE PLATE TO 2"x2"w/(2) #10x3" SMS INTO SCREWBOSS OF BASE PLATEALTERNATE BASE PLATE CONNECTIONATTACH 2"x2" TO BASE PLATE(INTERNAL) w/(2) #10x2" SMSALTERNATE HEADER CONNECTIONWHEN Z-BAR IS USED - FASTENZ-BAR TO COL/HEADER AT EACHCORNER AND 18" O/C1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OFCOLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTINGDETAIL "D" - ROOF BRACING CONNECTION SCALE: NTSPURLIN0.0625" 6063-T6 FLAT PLATEw/(8) #10x.75" SMS, MIN. .5"EDGE DISTANCE, PLATE MAY BEFASTENED INTERNALLY TO BRACE(2) #10x3" SMS INTO SCREWBOSSES FOR EDGE MEMBEREDGE MEMBEROR PURLINBRACEEDGE MEMBEROR PURLININSTALL BRACETO CORNERBEAM(2) #10x2"INTO BEAMTABLE "D"DETAIL E - UPRIGHT TO BEAMCONNECTION SCALE: NTS1"x2" FASTEN TO COL. (INTERNAL)w/(2) #10x1-1/2" SMS, FASTEN TOEAVE RAILS ABOVE w/#10 1-1/2" SMS24" O.C. AND 6" WITHIN COL.BEAM PER PLANNOTCHED TO RECEIVECOLUMN WITHINSMS, (EACH SIDE)QTY/ SIZE PER TABLE "D"NOTCH PROFILE MAY VARYTO PERMIT CORRECT # SMSCOLUMN PER PLANMAINTAIN MIN, OF 5/8" SEPERATIONFROM EDGE OF BEAM SMS O.C.BEAM PER PLAN(SLOPED OR FLAT)DETAIL "G" - SLOPED PURLINCONNECTION SCALE: NTS2"x2"x.063" - DIM. TO MATCH PURLINSIZE RECEIVING CHANNEL(2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLINUPRIGHTEAVE RAIL - SEE PLANEXTRUSION1x2 OPEN BACKEXTRUSION(2) #10x2" SMS THRU 1x2 INTOEAVE RAIL EACH SIDE OF COLUMNPURLINDETAIL "C" - GIRT OR PURLIN TO BEAMOR POST DETAIL SCALE: NTSALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO GIRT OR PURLIN & (2) #14x.75"INTO BEAM OR UPRIGHT 0.062 ANGLECLIPS MAYBE USEDUPRIGHT, BEAM-SNAP,SELF MATING, OR HOLLOWPURLINMEMBER(4) #10x1-1/2" SMS INTOSCREW BOSSESHOLLOW SECTIONSOPEN BACK SECTIONSSNAP SECTIONSSELF MATING (SMB)2 x 2: 2" x 2" x 0.050"2 x 3: 2" x 3" x 0.050"2 x 4: 2" x 4" x 0.050"2 x 5: 2" x 5" x 0.050"1 x 2: 1" x 2" x 0.044"1 x 3: 1" x 3" x 0.045"2 x 2 SNAP: 2" x 2" x 0.045"2 x 3 SNAP: 2" x 3" x 0.050"2 x 4 SNAP: 2" x 4" x 0.045"2 x 4 SMB: 2" x 4" x 0.046" x 0.100"2 x 5 SMB: 2" x 5" x 0.050" x 0.116"2 x 6 SMB: 2" x 6" x 0.050" x 0.120"2 x 8 SMB: 2" x 8" x 0.072" x 0.224"2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"2 x 9 SMB: 2" x 9" x 0.072" x 0.224"2 x 10 SMB: 2" x 10" x 0.092" x 0.374"2 x 7 SMB: 2" x 7" x 0.055" x 0.120"2 x 62 x 52 x 32 x 42 x 72 x 82 x 92 x 10BEAMQTY/ SIZE EACH SIDEMAINTAIN MIN, OF 5/8" SEPERATIONFROM EDGE OF BEAM SMS O.C.(6)/ #10(8)/ #10(8)/ #10(9)/ #10(11)/ #10(12)/ #12(14)/ #12(14)/ #12MINIMUM NUMBER OF TAPCONS INTO CONCRETE &# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAMTHROUGH SECONDARY 2" X 2" X 0.125" ANGLES(SEE BELOW)2X4 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. 2X5 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. 2X6 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (3) # 10 X 3/4" S.M.S. 2X7 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (4) # 10 X 3/4" S.M.S. 2X8 S.M.B. (3) 1/4" X 2-1/4" S.S. TAPCON & (5) # 10 X 3/4" S.M.S. 2X9 S.M.B. (4) 1/4" X 2-1/4" S.S. TAPCON & (6) # 10 X 3/4" S.M.S. 2X10 S.M.B. (5) 1/4" X 2-1/4" S.S. TAPCON & (7) # 10 X 3/4" S.M.S.DETAIL "B" - 2"x4" OR LARGER SELF MATINGUPRIGHT TO DECK DETAILS SCALE: NTSNOTEWHERE PAVERS ARE PRESENT USE 5/16"TAPCON XL (RED HEAD MFG.) MASONRYANCHORS TO PENETRATE UNDERLYINGCONCRETE FOOTING 2-1/4" (MIN.)6"SIDE VIEWFRONT VIEW1/8"x2"x2"x ANGLE5032 H-32 ANGLESELF-MATING ORSNAP SECTION TYP.1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)2 @ 1x2 BASE2 @ SLAB (BEYOND)1"x2" BASE PLATE ANCHOREDTO CONC w/ 1/4" MASONRYANCHOR 6" MAX EACH SIDEOF POST AND 24" O.C. MAX1-1/4" CONC. EMBEDMENT TYP.1/4" MASONRY ANCHORAT EACH ANGLE3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH(2) - #10 SMS INTO COLUMN1/4" MASONRY ANCHOR EACHANGLE - EACH SIDE COL.(2) - #10 SMS2" MIN. INCREASE DISTANCEWHEN GREATER THAN 2x4UPRIGHT IS USED1"x2" O.B. BASE PLATE-TYP.2" REVEAL TYP.2-1/4" MIN. CONC.ANCHOR EMBEDMENT@ SECONDARY ANGLE1-1/4" MIN. CONC.ANCHOR EMBEDMENT@ 1"x2" O.B. LOCATION TYP.CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comALUMINUM MEMBERS DIMENSIONS:DETAIL AALL MAY NOT APPLYRRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOONN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:09 -04'00' REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233DONNELL 31 17TH STATLANTIC BEACH, FL 32233This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 232290808/23/2023DATE DATE PS - RJDRAWN BY:SHEET:04FFFFFFFFDETAIL "K" GUSSET CONNECTION SCALE: NTS3/16"-5052-H32 GUSSETINTERNAL OR EXTERNAL2 x 10 SMB ILLUSTRATEDNOTE FINSTALL FASTENERS ALONG PERIMETER OF GUSSET-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERSMAY BE STAGGERED TO INSURE PROPERQUANTITY PER TABLE B-1FASTENER PATTERN MAY APPEAR DIFFERENTFROM ILLUSTRATION.MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAPFASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.FASTENERS MAY BE STAGGERED TO INSUREPROPER QUANTITY PER TABLE B-1BEAMSIZECOL. TO BEAM QTY SMS/SIDE OF COL.BEAM TO BEAMQTY SMS/EA. FACE/SIDETABLE B-12 x 42 x 52 x 62 x 72 x 82 x 92 x 10(8) #10(23) #12(21) #12(15) #10(11) #10(13) #10(13) #10(15) #10(22) #12(21) #12(8) #10(13) #12(13) #10(15) #12BEAMEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)GUTTERBRACESIDE VIEWTOP VIEWDETAIL "H" BEAM TO GUTTERCONNECTION SCALE: NTS CLOSE BOTTOM OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/(2) #12 SMSEACH SIDE OF BEAM(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"OPTIONAL GIRTFASTEN GUTTER TOFASCIA w/ #14x2"WOOD SCREW 18" O.C.(2) #14x2"WOOD SCREWSTRUCTURALGUTTERFASCIA (2"x6" MIN. EXISTING)#10 SMS WITHIN 6"& @ 24" O.C. MAX.GIRT FASTENED INTERNALLY AT EACH ENDw/ #10x1.5" EACH SCREW GROOVE. FASTENTO BEAM w/ 2"x2""x1/8" ANGLE (2) #12 SMSINTO BEAM & (2) #10x1.5 THRU ANGLE INTOGUTTER WHERE NO GIRT IS PRESENT, ATTACHANGLE DIRECTLY TO GUTTER2"x2"x1/8" ANGLEw/(2) #10 SMSEACH LEGFOR BEAM OVER 2x5.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTERINTERNALLY w/(2) #10 SMSALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTOBEAM & (2) #10 SMS INTO STRUCTURAL GUTTER(2) #10 SMS1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ WOOD SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ EACH BEAM w/(2) #10x3/4" SMS @ 1" SPACINGINTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALLGUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION.(2) #10 SMS2x2x1/8" ANGLEEA. SIDE OF BEAMw/(2) #10 SMSEACH LEG EACH SIDESMBGIRTSMBGUTTERBRACEGUTTERBRACETOP VIEWSIDE VIEW(2) #14 WOOD SCREWSINTO FASCIAGIRTSTRUCTURAL GUTTERGIRTSTRUCTURAL GUTTER(2) #12 SMSGIRTFASCIADETAIL "L" CORNER CONNECTIONSCALE: NTSGUTTERBRACEGUTTERBRACEDETAIL "M" BEAM & PURLIN TO GUTTERCONNECTION SCALE: NTSDETAIL "I-2" CABLE CONNECTIONAT CORNER SCALE: NTS1/8" PLATE ON 45° ANGLEOR 1/8"x2"x2" ANGLE w/(4)#12 SMS INTO EACHINTERSECTING MEMBERPERIMETERFRAMINGEYEBOLT FORCABLE TENSION1/8" STAINLESS STEELBRAIDED CABLE40° MIN.60° MAX.40° MIN.60° MAX.DETAIL "I-1" CABLE CONNECTIONAT FOUNDATION SCALE: NTS1/8" STAINLESS STEELBRAIDED CABLE3000 PSI CONC.6x6-10x10WWM OR FIBERMESH3000 PSI CONC.6x6-10x10WWM OR FIBERMESH1/8" STAINLESS STEELBRAIDED CABLE3/8" DIA x 3" EMBEDCONC. SCREW ANCHOR(TAPCON OR EQUAL)1.5"x5.5" ALUM. STRAPw/(2) 3/8" DIA. x 3"MASONRY ANCHOR(TAPCON OR EQUAL)40° MIN.60° MAX.3000 PSI CONC.6x6-10x10WWM OR FIBERMESH1/8" STAINLESS STEELBRAIDED CABLE3" A.S.T.M. A-36 STEEL CLIPWITH (2) 3/8"x3" SLEEVE ANCHORSFOR PAVERS (2) 1/4"x6" TAPCONSTHRU PAVERS INTO FOOTINGWHEN BEAM & PURLINHIT ON CORNER -FASTEN OUTSIDE OFBEAM & PURLINw/ 1/8"x2"x2" ANGLE& (4) #10 SMS EACH LEGFASTEN INSIDE CORNER(BEAM TO PURLIN)w/ 1/8"x2"x2" ANGLEw/(2) #10 SMSINTO EA. MEMBER(BEAM & PURLIN).050" GUTTER STIFFNERFASTEN TO FASCIA w(2)#12x2" WOOD SCREWFASTEN TO GUTTER w(2)#10 SMS(9) #12x3/4" SMS(2) #10 SMS1/8"x2"x4" STRAP(2) #10 SMS INTO BEAM(2) #10 SMS INTO GUTTER2"x2"x1/8" ANGLE w/(2)#10 SMS EA. LEG2"x2"x1/8" ANGLE w/(2)#10 SMS EA. LEG(2) GUTTER BRACESEACH w/(2) #10 SMSINTO GUTTER & (2) #14WOOD SCREWS INTO FASCIA1/8"x2"x4" STRAP(2) #10 SMS INTO BEAM(2) #10 SMS INTO GUTTERCA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comRRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOO NN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:14 -04'00' REVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:CALL THE SCREEN GUYS1840 MEALY ST SATLANTIC BEACH, FL 32233DONNELL 31 17TH STATLANTIC BEACH, FL 3223308/23/2023This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2322908DATE DATE PS - RJDRAWN BY:SHEET:05POSTCARRIER BEAMVARIES2" FOR SINGLEHORIZONTAL BEAM4" FOR DOUBLEHORIZONTALBEAM OR 4"x4"6" FOR TRIPLEHORIZONTAL BEAM OR 6X6NOTE: FOR DOUBLE OR TRIBLE CARRIERBEAM, OUTSIDE WEBS SHALL OVERLAP4x4 POST OR NOTCH POST AS ABOVEFOR 6x6 POST. ALL CASES, CONNECTUSING MACHINE BOLTS DECRIBED ABOVE.ROOF BEAM TO CARRIER BEAMCONNECTION DETAIL SCALE: NTS(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(6) #10x0.75" SMSEACH SIDE2"x2"x0.125"RECEIVING CHANNELOR ANGLE EACH SIDE(12) #10x0.75" SMS2 ROWS OF (6) FORRECEIVING CHANNELOR (6) EACH ANGLE1"x2" MEMBERFOR SCREENINGHORIZONTAL BEAMON ITS SIDE(IF REQUIRED)CARRIER BEAMCARRIER BEAM TO POST DETAIL SCALE: NTSPOSTCARRIER BEAMTOP VIEWCORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTSFRONT VIEWPOST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POST(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POSTCARRIER BEAM(3) 1/4" DIA. MACHINE BOLTSw/ 3/4" DIA. WASHERS THRUCARRIER BEAM & POSTROOF BEAM (SLOPED OR FLAT)(NOTE USE SIMILAR DETAIL FORNOTCHED UPRIGHT CONNECTIONTO CARRIER BEAM2"x2"x0.125" ANGLEEACH SIDE TYP.2 x 62 x 52 x 42 x 72 x 82 x 92 x 10BEAMSIZE(4) #12 OR (2) # 16(5) #12 OR (3) # 16(5) #12 OR (3) # 16(6) #14 OR (4) # 16(8) #14 OR (5) # 16(7) #14 OR (4) # 16(9) #14 OR (6) # 16QUANTITY/ SIZE EA.LEG TO BEAMROOF BEAM TO C.B. W/1/8" ANGLE TABLE3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE)OPTIONAL 2"x2" FASTENED TO CARRIERBEAM w/(2) #10x1-1/2" SMS INTOSCREW BOSSES EACH ENDOPTIONAL 1"x2" MEMBERFOR SCREENING#10x1-1/2" SMS @ 18"O.C. MAX CONNECTINGTO 1"x2" CARRIER BEAM#10x1-1/2" SMS @ 18"O.C. MAX CONNECTINGTO 1"x2" POSTEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)2"x2" PERIMETERCLOSE TOP OFBEAM WHEN TRIMMED.044 RECEIVING CHANNEL,FASTEN w/#12 SMSEACH SIDE OF BEAMSIDE VIEW1/8"x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) #12x5/8" SMS TO BEAM (4) #12x5/8" SMS @ 3/4" SPACING TO GUTTER.WHERE GIRT PRESENT USE 1/8"x2"x2" ANGLE OVER GIRT AND CUT TO FIT BEOW GIRT.FASTEN EACH LEG W/ (2) #12x5/8" SMSSEE DETAIL "H"FOR GUTTER STIFFNER SPECS.1/8"x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) #12x5/8" SMS TO BEAM(2) 1/4" TAPCON INTO HOUSE WALL2-1/4" EMBEDMENT MIN. ALTERNATELYRECEIVER CHANNEL MAY BE USED INLIEU OF 1/8" ANGLE EA. SIDE2" (MIN.)BEAM TO GUTTER/HOST CONNECTIONDETAIL SCALE: NTSNOTES:1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.2. WHERE 4x4 POST HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL), PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN 2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.BEAM PER PLAN4X4 COLUMN ALT. BASE ATTACHMENTDETAIL SCALE: NTS4"x4" POST CONNECTION DETAIL SCALE: NTSTOP VIEW4"x4" POST(SEE PAGE-2FOR SIZE)(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS2"x4"x0.125 ANGLEFRONT VIEW(4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH3-3/4" FROM EDGEOF SLAB/ FTG.(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS(4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.MAY USE (4) #14x1" TEKIN LIEU OF THRUBOLTSCOLUMN PER PLAN(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS1/8"x2"x2"x3-3/4"(LENGTH) ANGLE(INTERNAL)(4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.3000 PSI CONC. SLAB/ FTG.6x6-10x10 WWM OR FIBERMESH1"2"1"3-3/4" FROM EDGEOF SLAB/ FTG.(3) 1/4" DIA. MACHINEBOLTS w/ WASHERS(4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC.MAY USE (4) #14x1" TEKIN LIEU OF THRUBOLTSTOP VIEWFRONT VIEWCA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980FLEng.comOrders@FLEng.comRRIIGGPP EEIINNSSTTATE OATE OFFNo. 6No. 601001022LLIICCEENNSSEEFFLLOORRIIDDAACCAAGGEE..UUNNDDEERRSSOONN RR OO FFSSSSOONNAALLEENNGGIIEEEERRDigitally signed by Craig E Gunderson Date: 2023.08.23 12:50:19 -04'00'