| Date |
Text |
| 2018-11-07 17:00:13 | RESIDENTIAL (R3) BUILDING REVIEW COMMENTS |
| | CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS. |
| | |
| | 1-IMPACT FEES - PAPER SUBMITTALS |
| | |
| | PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL |
| | (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE |
| | PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE |
| | RETURNED STAMPED AND WITH A COPY OF THE RECEIPT AS |
| | APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE |
| | QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE |
| | FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/AD |
| | MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF |
| | |
| | 2- PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE |
| | FOLLOWING: |
| | FBC R 401.3 (DRAINAGE) |
| | FBC 107.2.5 (SITE PLAN) |
| | FBC 110.9 (IMPACT OF CONSTRUCTION) |
| | |
| | SEC. R401.3 FBC_RESIDENTIAL: |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT |
| | DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN |
| | SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE |
| | SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE |
| | FIRST 10 FEET (3048 MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE |
| | BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 |
| | PERCENT AWAY FROM THE BUILDING. |
| | |
| | 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED |
| | WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY |
| | A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF |
| | NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE, |
| | DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES |
| | AND THE PROPOSED FINISHED GRADES, DEPICTING THE |
| | PROPOSED LOT DRAINAGE AND, AS APPLICABLE, FLOOD HAZARD |
| | AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT |
| | SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE AND |
| | INCLUDED ON A BOUNDARY LINE SURVEY. IN THE CASE OF |
| | DEMOLITION, THE SITE PLAN SHALL SHOW CONSTRUCTION TO BE |
| | DEMOLISHED AND THE LOCATION AND SIZE OF EXISTING |
| | STRUCTURES AND CONSTRUCTION THAT ARE TO REMAIN ON THE |
| | SITE OR PLOT. THE BUILDING OFFICIAL IS AUTHORIZED TO |
| | WAIVE OR MODIFY THE REQUIREMENT FOR A SITE PLAN WHEN |
| | THE |
| | APPLICATION FOR PERMIT IS FOR ALTERATION OR REPAIR OR |
| | WHEN OTHERWISE WARRANTED. |
| | |
| | SEC. 110.9 CITY AMENDMENTS: IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE |
| | PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT THE |
| | CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS |
| | PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT |
| | GRANTED BY THE APPLICABLE PROPERTY OWNER, UNDER TERMS |
| | OR CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY |
| | OWNER. THIS INCLUDES, BUT IS NOT LIMITED TO, THE |
| | CONTROL OF DUST, NOISE, WATER OR DRAINAGE RUN-OFFS, |
| | DEBRIS, AND THE STORAGE OF CONSTRUCTION MATERIALS. NEW |
| | CONSTRUCTION ACTIVITY SHALL NOT ADVERSELY IMPACT LEGAL |
| | HISTORIC SURFACE WATER DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, AND MAY REQUIRE SPECIAL DRAINAGE DESIGN |
| | COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE DRAINAGE PATTERNS OF THE AFFECTED SITES. |
| | ACCORDINGLY, DEVELOPERS, CONTRACTORS AND OWNERS OF ALL |
| | NEW RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, |
| | POOLS, PATIOS, DRIVEWAYS, DECKS |
| | OR SIMILAR ITEMS, ON EXISTING PROPERTIES RESULTING IN A |
| | SIGNIFICANT DECREASE OF PERMEABLE LAND AREA ON ANY |
| | PARCEL OR HAS ALTERED THE DRAINAGE FLOW ON THE |
| | DEVELOPED PROPERTY SHALL, AS A PERMIT CONDITION, |
| | PROVIDE A PROFESSIONALLY PREPARED DRAINAGE PLAN CLEARLY |
| | INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON |
| | COMPLETION OF THE IMPROVEMENT, A CERTIFICATION FROM A |
| | LICENSED PROFESSIONAL SHALL BE SUBMITTED TO THE |
| | INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE FINAL |
| | INSPECTION. |
| | |
| | |
| | 3- SURVEY : FLOOD ZONE INFORMATION SEEMS TO BE |
| | INCORRECT. ACCORDING TO FEMA MAPS EFFECTIVE 10/05/17 |
| | THE TWO BUILDINGS IN THIS PROPERTY ARE LOCATED IN FLOOD |
| | ZONE X500 NOT AE. NONE OF THE BUILDINGS (INCLUDING THE |
| | PROPOSED ADDITION) ARE TOUCHED BY THE FLOOD BOUNDARY |
| | LINE BETWEEN FLOOD ZONE AE AND ZONE X500. IN ADDITION, |
| | THE BASE FLOOD ELEVATION IN FLOOD ZONE AE ADJACENT TO |
| | THIS PROPERTY IS 6 NOT 8. REVISE AS REQUIRED. CLEARLY |
| | IDENTIFY FLOOD ZONE AREAS IN SURVEY PROVIDED USING THE |
| | MAPS EFFECTIVE 10/05/17. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 4- SHEET S-4: |
| | A) REVISE DESIGN CRITERIA. THE CURRENT CODE IS 2017 NOT |
| | 2014. CHAPTER 553 F. S. |
| | |
| | B)FIRST FLOOR JOIST LAYOUT: PROVIDE |
| | DETAILS/SPECIFICATIONS SHOWING COMPLIANCE WITH SEC. |
| | R317 FOR PROTECTION OF WOOD AND WOOD BASED PRODUCTS |
| | AGAINST DECAY. |
| | |
| | C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| | VENTILATION AND ACCESS AT NEW CRAWL SPACE AS REQUIRED |
| | BY SEC. R408 FBC-RESIDENTIAL. |
| | |
| | D) CLARIFY SPACING OF FLOOR JOISTS. SPACING SHOWN ON |
| | FIRST FLOOR AND SECOND FLOOR JOIST LAYOUT DOESN'T MATCH |
| | SPACING SPECIFIED ON WALL SECTIONS. THERE ARE SOME |
| | DISCREPANCIES. SOME SHOW 16" O.C AND SOME SHOW 1'-0" |
| | O.C. CLEARLY COORDINATE SPACING SHOWN ON FRAMING PLANS |
| | WITH SPACING SPECIFIED ON ALL WALL SECTIONS TO AVOID |
| | CONFLICTS. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | 5- CONCRETE PERIMETER TIE BEAM SHOWN BETWEEN THE NEW 8" |
| | MASONRY WALL AND EXTERIOR WOOD FRAMED WALL ON ALL WALL |
| | SECTIONS ON SHEETS S-5 AND S-6 IS NOT CLEAR. PROVIDE |
| | COMPLETE SPECIFICATIONS FOR THIS BEAM. CLEARLY SPECIFY |
| | SIZE AND REINFORCEMENT AND PROVIDE SPECIFICATIONS |
| | SHOWING THE LOAD PATH FROM THE FRAMED WALL TO THE |
| | FOOTING. THIS BEAM IS NOT CONNECTED TO THE FOUNDATION |
| | MASONRY WALL. SEC. R601.2 FBC-RESIDENTIAL |
| | |
| | 6- A) REVISE ROOF SHEATHING NAIL TYPE SPECIFIED ON ALL |
| | THE WALL SECTIONS. SPECIFY RING SHANK NAILS AS REQUIRED |
| | BY . SEC. R803.2.3.1 FBC-RESIDENTIAL. |
| | |
| | B) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR WALL |
| | SHEATHING, INCLUDING PLYWOOD THICKNESS AND NAIL TYPE |
| | AND SPACING SHOWING COMPLIANCE WITH SEC. R602.3 |
| | FBC-RESIDENTIAL. |
| | |
| | 7- NEED TO SPECIFY MIN. 7/8" STUCCO THICKNESS FOR |
| | EXTERIOR APPLICATIONS AS REQUIRED BY SEC. R702.2.2 AND |
| | TABLE R702.1(1) FBC-RESIDENTIAL. |
| | |
| | 8- NEED TO SPECIFY TWO WATER RESISTIVE BARRIERS WHEN |
| | STUCCO IS APPLIED TO WOOD AS REQUIRED BY SEC. R703.7.3 |
| | FBC-RESIDENTIAL. |
| | |
| | 9- SPECIFY ON ALL WALL SECTIONS THE MIN. 6" CLEARANCE |
| | FOR TERMITE INSPECTION BETWEEN THE EXTERIOR WALL |
| | COVERING AND FINAL EARTH GRADE AS REQUIRED BY SEC. |
| | R318.7 FBC-RESIDENTIAL. |
| | |
| | 10- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| | CONSTRUCTION OF THE 5'-6" HIGH WOOD LOUVER PRIVACY |
| | SCREEN SHOWN ON THE SECOND FLOOR TERRACE. SPECIFY ALL |
| | FRAMING MEMBERS AND CONNECTORS. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | 11- SHEET S-1 WAS NOT SIGNED AND SEALED BY THE ENGINEER |
| | OF RECORD. ENGINEER NEEDS TO SIGN AND SEAL SHEET S-1 S |
| | REQUIRED BY CHAPTER 471 F.S. WHEN SUBMITTING DOCUMENTS |
| | FOR PUBLIC RECORDS. |
| | |
| | 12- SECTION "E" AND "F" ON SHEET S-6: |
| | A) HOW ARE THE TERRACE FLOOR JOIST SUPPORTED ON THE |
| | WALL BY THE NEW FAMILY ROOM AREA. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | B) SECTION "F" SHOWS A 2X6 BEARING WALL. THERE IS NOT |
| | WALL IN THIS AREA. CLEARLY SPECIFY BEAMS AND COLUMNS. |
| | CLARIFY WHY SPECIFYING "(3) 1.75" W. X 9.25" DP. LVL |
| | BETWEEN FLOOR RAFTERS". THERE IS A PORCH BELOW. SECOND |
| | FLOOR FRAMING PLAN ON SHEET S-7 IS NOT CLEAR IN THIS |
| | AREA. IT DOESN'T SPECIFY THE SUPPORTING BEAMS AND |
| | COLUMNS. ALSO, HOW ARE THE TERRACE FLOOR JOIST |
| | SUPPORTED ON THE BEAM IN THIS AREA. ALSO, SPECIFY |
| | CONNECTORS AT THE ENDS OF THE PORCH BEAMS. SEC. 107.2.1 |
| | CITY AMENDMENTS. |
| | |
| | C) GUARDRAIL SHOWN ON SECTION "F": CLARIFY WHY 9'-0" |
| | HIGH? ALSO, SEC. R312.1.3 FBC-RESIDENTIAL REQUIRES |
| | OPENINGS NOT TO ALLOW A 4" SPHERE TO PASS THRU. |
| | THEREFORE, THE OPENINGS NEEDS TO BE SMALLER THAN 4". |
| | REVISE AS REQUIRED. |
| | |
| | D)PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| | CONSTRUCTION OF THE SECOND FLOOR TERRACE. CLEARLY |
| | SPECIFY FINISH FLOORING, WATERPROOFING AND CEILING |
| | MATERIALS. WHAT MATERIAL IS 5/8" THK SHEATHING?. SEC. |
| | 107.2.1 CITY AMENDMENTS. |
| | |
| | 13- WHERE IS WALL DETAIL "G" THAT IS KEYED ON THE |
| | FRAMING PLANS BY THE NEW PORCH/TERRACE AREA. SEC. |
| | 107.2.1 CITY AMENDMENTS. |
| | |
| | 14- ROOF FRAMING PLAN ON SHEET S-7: CLEARLY SPECIFY ALL |
| | CONNECTORS AT THE END OF ALL CONVENTIONAL FRAMED ROOF |
| | MEMBERS. ROOF JOIST TO RIDGE BEAM, HIP RAFTER, WALL. |
| | ETC. SEC. R301.1 FBC-RESIDENTIAL. |
| | 15- PROVIDE PRODUCT APPROVAL AS REQUIRED BY FAC |
| | 61G20-3.001 FOR: |
| | (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED |
| | SUBMITTAL) |
| | |
| | A) WATER PROOFING AT TERRACE. PROVIDE PRODUCT APPROVAL |
| | THAT IS DESIGNED TO RECEIVE MATERIAL SPECIFIED BY THE |
| | DESIGNER OF RECORD. NOTE: COORDINATE WITH ITEM #12(D) |
| | ABOVE. |
| | AND, CLEARLY MARK WHICH APPROVED ASSEMBLY IS GOING TO |
| | BE INSTALLED TO VERIFY COMPLIANCE WITH THE DESIGN |
| | PRESSURES OF SEC. R301.1 FBC-RESIDENTIAL. NOTE: IF THE |
| | SELECTED ASSEMBLY DOESN'T MEET THE DESIGN PRESSURES FOR |
| | ALL ROOF ZONES, THEN SIGNED AND SEALED RAS 117 |
| | CALCULATIONS ARE REQUIRED. |
| | |
| | B) FLAT ROOF FLORIDA PRODUCT APPROVAL FL477-R8 |
| | SUBMITTED: SELECTED ASSEMBLY W-20 ON PAGE 7 OF 23 |
| | DOESN'T MEET THE DESIGN PRESSURES FOR ALL ROOF ZONES. |
| | PROVIDE SINGED AND SEALED RAS 117 CALCULATIONS AS |
| | REQUIRED BY NOTE #9 ON PAGE 2 OF 23 OF PRODUCT APPROVAL |
| | SUBMITTED. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | C)WINDOW MULLIONS NOA 17-0630.01 SUBMITTED. CLEARLY |
| | SPECIFY MULLION SIZE TO BE USED TO VERIFY COMPLIANCE |
| | WITH THE CALCULATED DESIGN PRESSURES. |
| | |
| | D)ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS |
| | AND DETAILS. NOTE: PROVIDE ONLY THE FLORIDA PRODUCT |
| | APPROVAL COVER PAGE AND PAGE SHOWING THE SPECIFIED |
| | CONNECTOR OR DESIGN PROFESSIONAL TO LIST THE FLORIDA |
| | PRODUCT APPROVAL NUMBER NEXT TO EACH SPECIFIED |
| | CONNECTOR. |
| | |
| | E) CLARIFY WHY SUBMITTING FLORIDA PRODUCT APPROVAL |
| | FL20656-R1 FOR SLIDING GLASS DOORS?. PLANS DON'T |
| | SPECIFY ANY SLIDING GLASS DOORS. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | F) ROOFING UNDERLAYMENT FL11602-R5: THE CLAY IS GOING |
| | TO BE INSTALLED WITH FOAM-ON TILE ADHESIVE. THE MAXIMUM |
| | DESIGN PRESSURES SHOWN ON SEC. 5.6.3 OF PRODUCT |
| | APPROVAL SUBMITTED DON'T MEET THE DESIGN PRESSURES FOR |
| | ALL ROOF ZONES. PROVIDE COMPLETE INFORMATION FROM |
| | FRSA/TRI SHOWING HOW THE CLAY TILES ARE GOING TO BE |
| | INSTALLED TO RESIST THE CALCULATED DESIGN PRESSURES. |
| | NOTE: ACCORDING TO ENGINEER OF RECORD THIS BUILDING IS |
| | LOCATED IN EXPOSURE D. |
| | |
| | G) PROVIDE PRODUCT APPROVAL FOR INSWING ENTRY DOORS AS |
| | SHOWN ON PLANS. |
| | |
| | 16- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS. |
| | |
| | 17- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| | FRAMING OF THE TWO WINDOWS ON BEDROOM #1 THAT ARE GOING |
| | TO BE SHIFTED AS SPECIFIED ON SHEET A2. NOTE: CLEARLY |
| | SPECIFY IF WINDOWS ARE GOING TO BE MULLED TOGETHER WITH |
| | A MULLION OR IF THERE IS IS GOING TO BE A WOOD FRAMED |
| | COLUMN IN BETWEEN. SPECIFY ALL FRAMING MEMBERS AND |
| | CONNECTORS. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | 18- SHEET S-2: SPECIFY THE DESIGN PRESSURES FOR WINDOWS |
| | LOCATED IN THE BAY AREA BY THE NEW MASTER BATHROOM. |
| | SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | 19- SHOW ON PLANS CARBON MONOXIDE ALARMS BY ALL THE |
| | BEDROOMS AS REQUIRED BY SEC. R315.1 FBC-RESIDENTIAL. |
| | |
| | 20- SHEET S-8: |
| | A) SEC. R312.1.3 FBC-RESIDENTIAL REQUIRES OPENINGS NOT |
| | TO ALLOW A 4" SPHERE TO PASS THRU. THEREFORE, THE |
| | OPENINGS NEEDS TO BE SMALLER THAN 4". REVISE SECTION |
| | "H" AND "J" AS REQUIRED. |
| | |
| | B) SIZE OF STAIR RISERS IS NOT CLEAR. FLOOR PLANS CALL |
| | FOR 7-1/2" RISERS WHILE SECTIONS "H" AND "J" CALL FOR |
| | 7-1/8". REVISE AS REQUIRED. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | 21- WALL LEGEND SHOWN ON SHEET S-1 AND S-2 DOESN'T |
| | MATCH HATCHING SHOWN ON PLANS. REVISE AS REQUIRED TO |
| | MATCHSEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 22- THE PROJECT INFORMATION SHOWN ON THE SOIL TEST |
| | REPORT DOESN'T MATCH PLANS. THIS IS A TWO STORY |
| | ADDITION NOT ONE STORY. REVISE AS REQUIRED. SEE PLANS |
| | AND REVISE AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 23-THIS HOUSE IS A CONTRIBUTING HISTORIC HOUSE. ENERGY |
| | CALCULATIONS ARE NOT REQUIRED. BUT IF YOU WANT THEM TO |
| | BE PART OF THE CONSTRUCTION DRAWINGS, THEN REVISE THEM |
| | AS FOLLOWS: |
| | REVISE ENERGY CALCULATIONS. SEC. R101.5.1.1.2 |
| | FBC-ENERGY CONSERVATION. COORDINATE WITH ARCHITECTURAL |
| | PLANS TO AVOID CONFLICTS/DELAYS: |
| | A) PROVIDE COMPLETE INFORMATION ON TOP OF FORM, |
| | INCLUDING PERMIT OFFICE AND JURISDICTION. |
| | B) PROVIDE THE NAME OF THE PERSON DOING THE |
| | CALCULATIONS AS REQUIRED BY SEC. R405.4.2.1 FBC-ENERGY |
| | CONSERVATION. |
| | C) THE ENERGY FORM R405-2017 IS REQUIRED TO BE |
| | CERTIFIED AT THE BOTTOM BY THE OWNER OR OWNER?S LEGALLY |
| | DESIGNATED AGENT AS REQUIRED BY SEC. R103.1.1.2 |
| | FBC-ENERGY CONSERVATION, 6TH EDITION (2017). |
| | D) REVISE THE ATTIC VENT RATIO ON PAGE 2 OF 5. THE |
| | RATIO IS 1/150 NOT 1/300. SEC. R806.2 FBC-RESIDENTIAL. |
| | OR, PROVIDE COMPLETE DOCUMENTATION SHOWING COMPLIANCE |
| | WITH THE 1/300 RATIO AS REQUIRED BY THE EXCEPTION ON |
| | SEC. R806.2. |
| | E) REVISE DOOR INFORMATION PAGE 3 OF 5. THERE ARE NOT |
| | INSULATED DOORS. SEE PLANS AND PRODUCT APPROVAL AND |
| | REVISE AS REQUIRED. |
| | NOTE: GLAZING IN DOORS NEEDS TO BE INCLUDED IN THE |
| | WINDOW GLAZING AREA. SEE SEC. R405.5.3 FBC-ENERGY |
| | CONSERVATION. |
| | F) REVISE WINDOWS OVERHANG DEPTH AND SEPARATION TO |
| | MATCH PLANS. |
| | |
| | NOTE: |
| | LABEL FOR WINDOWS AND DOORS SHOWING THE U-FACTOR AND |
| | SHGC FACTOR IS REQUIRED WHEN THE ENERGY CALCULATIONS |
| | ARE NOT USING THE DEFAULT FACTOR. |
| | |
| | |
| | ****PLEASE PROVIDE RESPONSE LETTER ADDRESSING EACH |
| | COMMENT TO HELP EXPEDITE THE REVIEW PROCESS. |
| | ****PLEASE INSERT ANY REVISED DRAWING AND REMOVE OLD |
| | DRAWING. SUBMIT OLD DRAWINGS FOR REFERENCE OF ALREADY |
| | REVIEWED DRAWINGS. DO NOT STAPLE OLD DRAWINGS TO PLANS. |
| | |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
| | |
